2. EL AFORAMIENTO PARLAMENTARIO EN EL ORDENAMIENTO JURÍDICO ESPAÑOL
2.6. La garantía constitucional de los aforamientos parlamentarios
Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and rammiing lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) b) in ordinary soil
Termite Proofing of Buildings by spraying anti termite liquid with chemical (Biflux or Dursban) consisting of one liter of chemical (Biflux or Dursban) and 40 liter of water for and area of 175Sft as approved directed by the Engineer Incharge.
1 x1 x1-1/2 x8-1/2 = 13 Sft
Total = 3906 Sft@Rs.522.40%Sft Rs. 20405/-3
1879Cft x 3/16 = 352 Cft.
Total = 352 Cft.@Rs.5930.55%Cft Rs. 20876/-4
367Cft x 1/2 = 184 Cft.
Total = 184 Cft.@Rs.2158.20%Cft Rs. 3971/-5
P/Laying cement concret brick or stone ballast 1-1/2" to 2"gauge in foundation and plinth.
i- 1:6:12 Ratio
Take Qty 3/16 of Item No.1 marked "A"
Dry rammed brick or stone ballast 1 1/2"-2" guage.
Take Qty 1/2 of Item No.1 marked "B"
Pacca brick work with cement sand mortar in foundation and plinth.i) Ratio 1:6
J I 1 x2 x3-3/4 x2-1/4 x 1/4 = 4 Cft.
Total. = 1865 Cft.@Rs.8883.30%Cft Rs. 165674/-6
D.P.C 1 x2 x8-1/8 x1-1/8 = 18 Sft.
1 x2 x10 x 3/4 = 15 Sft.
Providing and laying damp proof course of cement concrete 1:2:
4(using cement, sand and shingle), including bitumen coating :-(a) with one coat of bitumen and one coat of polythene sheet 500 gauge: i) 1-1/2"
thick.
1 x1 x11 x 3/4 = 8 Sft.
Total.(A) = 417 Sft.
D/D openings
Net Total (A-B) = 385 Sft.@Rs.2810.60%Sft Rs. 10821/-7
1 x1 x36-1/4 x1-1/2 = 54 Sft.
1 x1 x32-3/4 x1-1/2 = 49 Sft.
1 x1 x27-3/4 x1-1/2 = 42 Sft.
Total = 145 Sft.@Rs.2050.50%Sft Rs. 2973/-8
Take 2/3 of It.No.12246 x 2/3 = 1498 Cft
Total. = 1498 Cft.@Rs.1346.40%oCft Rs. 2017/-8-i
Filling, watering, ramming, earth under floor with ii) New earth excavated from out side lead up to 3 miles.
Providing and laying vertical damp proof course with cement sand plaster and bitumen coating:- (a) with one coat of bitumen and one coat of polythene sheet 500 gauge:
ii) 1:3 a) 3/4" thick.
Filling, watering, ramming, earth under floor with i) with surplus earth from foundation, etc.
1 x2 x3 x5 x1-1/2 = 45 Cft.
1 x1 x5-1/4 x5-5/8 x1-1/2 = 44 Cft.
1 x1 x5-1/4 x5-1/4 x1-1/2 = 41 Cft.
1 x1 x7-7/8 x5-1/4 x1-1/2 = 62 Cft.
Appron Toe wall1 x1 x42-1/4 x2-1/4 x1-1/2 = 143 Cft.
1 x1 x29-1/2 x2-1/4 x1-1/2 = 100 Cft.
Total = 341 Cft @Rs.947.80%Cft Rs. 3232/-10
Take sme Qty
of It.No.9 341 = 341 Cft
Total = 341 Cft.@Rs.2324.90%Cft Rs. 7928/-11
Providing, laying, watering and ramming brick ballast 1½" to 2"(40 mm to 50 mm) gauge mixed with 25% sand, for floor foundation, complete in all respects.
Pacca brick work c/s (1:6) mortar in G.F
Supply and filling of sand under floor or plugging in wells.
1 x1 x4-7/8 x 3/8 x 1/2 = 1 Cft.
1 x1 x72-3/8 x 3/8 x 1/2 = 14 Cft.
1 x1 x72-3/8 x 3/8 x 1/2 = 14 Cft.
A I 1 x1 x10 x1-1/2 x1-1/2 = 23 Cft.
Total. = 2886 Cft.
Deduction.
Net Qty. 2886 ( - ) 474 = 2412 Cft.@Rs.9506.35%Cft Rs. 229293/-11-i
Qty(A-B) = 85 Cft@Rs.10038.05%Cft Rs.
8532/-12
Lintels Take Qty
item No. 11 = 26 Cft.
Pacca brick work with cement sand mortar in Ground floor.i) Ratio 1:4
Providing and laying reinforced cement concrete (including prestressed concrete), using coarse sand and screened graded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a) (i) Reinforced cement concrete in roof slab, beams,columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (3) (c) Type C (nominal mix 1:2:4)
Take Qty
Total = 497Cft.@Rs.201.95/Cft Rs. 100369/-ii) -do- in slab of raft strip foundation complete
P.B
Total. = 0Cft.@Rs.149.35/Cft Rs. 0/-13
497 x6.75 x0.454 = 1523 Kg
0 x6.75 x0.454 = 0 Kg
= 1523 Kg @Rs.8973.05%Kg Rs. 136660/-14
Total = 164 Sft.@Rs.340.90/Sft Rs. 55908/-Fabrication of M.S reinforcement i/c
cutting bending binding laying in postion making joints and fastenings inculding cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- b- deformad barsTake Qty 6.75Lbs/cft of Item No.14
Providing and fixing windows consisting of M.S. box section frame 2"x1½", (50x40mm) leaves frame 1½"x1"
(40x25mm) box section frame for glazing 3/8"x3/8"
(10x10mm) using 16 SWG sheet 'U' shaped rubber supported with 1"x1/8" (25x3mm) M.S. flat for fixing 3/16"
(5 mm) thick glass panes M.S. box section ½"x½"
(13x13mm) of 16 SWG for fixing 24 SWG wire gauze on outer side by means of ¾"x1/8" (20x3mm) M.S. flat and screws including grill of M.S. flat ½"x1/8" (13x3mm) or
¼"x¼" (6x6mm) square bar with independent frame of
½"x½" (13x13mm) box section of 16 SWG i/c all C.P.
fitting and painting 3 coats complete in all respect
15
Total = 780 Sft.@Rs.1267.15%Sft Rs. 9884/-16
Din/beds 2 x2 x(10 +12 ) x10-1/2 = 924 Sft.
Kit 1 x2 x(11 +13 ) x10-1/2 = 504 Sft.
Box 1 x2 x(7 +9-1/4) x10-1/2 = 341 Sft.
Bed 1 x2 x(18 +5-1/8) x10-1/2 = 486 Sft.
1 x2 x(9-1/4 +12 ) x10-1/2 = 446 Sft. 3618Cft-Marked=A
Bath 2 x2 x(3 +5 ) x6 = 192 Sft.
Dress 1 x2 x(5-1/4 +5-5/8) x10-1/2 = 228 Sft.
Draw 1 x2 x(5-1/4 +5-1/4) x10-1/2 = 221 Sft.
Loung 1 x2 x(7-7/8 +5-1/4) x10-1/2 = 276 Sft.
Total = 3618 Sft.@Rs.990.80%Sft Rs. 35847/-17
Total = 150 Sft.@Rs.436.40/Sft Rs. 65460/-18
D2 1 x3 x3-1/2 x7 = 74 Sft.
1 x3 x3 x7 = 63 Sft.
Total = 137 Sft.@Rs.431.75/Sft Rs.
59150/-18-i x1 x8 = 10 No @Rs.124.65/E Rs.
1247/-Providing and fixing 1½" (40mm) thick solid flush door shutter It C.P. Finger plate and kick plate (Approved Factory Manufactured) with commercial ply (5 mm thick) are not provided/fixed the on both sides double pressed and deodar wood lipping 1½"x3/8" (40mm x 10mm) around shutter including Rs.15.20 per Sft.chromium plated fitting, iron hinges with aluminium kick plate 22 SWG on both sides & finger plate complete in all respect.
i/c
Providing and fixing mild steel chowkat of doors, windows, C.window, etc. including holdfast, making and threading holes for hinges, etc.
complete:-a) M.S. angle iron 1½"x 1½"x ¼" (40x40x6 mm) welded with M.S. flat 2"x ¼" (50 mm x 6 mm)
Cement plaster 3/8" (10 mm) thick under soffit of R.C.C.roof slabs , 1:2 ratio.
1/2" thick cement plaster 1:4 upto 20' (6.00 mm)
height:-P/F deodar wood panelled or panelled with glazed doors and windows with M.S chowkat
consisting of M.S angle iron 1 1 /2"x 1 1/2"x1/4" welded with M.S flat 1 1/2"x1/4" complete.
P/F iron sliding bolts to doors 12" long
19
1 x1 x4-1/2 x8-1/2 = 38 Sft.
1 x1 x3-1/2 x8-1/2 = 30 Sft.
1 x1 x3 x8-1/2 = 26 Sft.
Total = 94 Sft.@Rs.458.40/Sft Rs. 43090/-P/F First class deodar wood wrought
joinery work in wire gauzed doors and windows with 24 SWG wire gauze with M.S chowkat consisting of M.S angle iron 1 1 /2"x 1 1/2"x1/4" welded with M.S flat 1 1/2"x1/4" complete.
deodar wood framing 1½" (40 mm) thick, with wire
gauze fixed in
position:-20
1 x2 x5 x10 = 100 Sft.
Total = 100 Sft.@Rs.290.70/Sft Rs. 29070/-21
1 x1 x10 x4-3/4 = 48 Sft.
Total = 48 Sft.@Rs.440.25/Sft Rs. 21132/-22
Total. = 4 No.@Rs.281.80/Each Rs. 1127/-24
iii- 4" dia. 4 x ( 13 ) = 52 Rft@Rs.222.20/Each Rs.
11554/-25
= 8 No@Rs.315.70/Each Rs. 2526/-27
Total = 574 Sft.@Rs.1019.20%Sft Rs. 5850/-Single layer of tiles 9"x4½"x1½" (225x113x40 mm) laid over
4"(100 mm) earth and 1" (25 mm) mud plaster without Bhoosa, grouted with cement sand 1:3 on top of RCC roof slab, provided with 34 lbs. per %Sft. or 1.72 Kg/Sq.m bitumen coating sand blinded i/c supplying and laying polythene sheet over DPC under floors and on roofs etc 500 gauge.
Painting new surface:- Preparing surface and painting of doors and windows any type (including edges):- 3 coats.
Providing, laying, cutting, jointing, testing and disinfecting ditto Providing and installing specials
pipe line in trenches with P.V.C. pipes of B.S.S.
with `D'
Class working pressure complete in all
respects:-Providing and installing P.V.C. bends, of B.S.S.
class "D" working pressure.
Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)
Providing and fixng class room almirah consiting of 1"
mm) thick solid flush shutter with deodar wood lipping ¼" (6 mm) thick all around (Approved Factory Manufactured) fixed in deodar wood frame 3"x1" (75mm x 25mm) including full hinges
C.P. fittings with RCC (1:1½:3) shelves 1½" (40 mm) thick including 3 coats of painting.
Providing and fixing Vin board cabinet 3/4" thick with drawers 3"deep in 'Kitchen including termite proofing and polishing with synthetic enamel as specified, with handles hinges,screws etc., complete in all respects.
2' deep with out back.
27-i
Take Double of It.No.19
Doors 94 x2 = 188 Sft.
Total = 188 Sft.@Rs.630.60%Sft Rs. 1186/-28
Total = 862 Cft.@Rs.5336.25%Sft Rs. 45998/-28-i
Total = 220 Cft.@Rs.5600.80%Sft Rs. 12322/-29
Total = 328 Cft.@Rs.2988.60%Cft Rs. 9803/-1½"(40 mm) thick mosaic flooring, consisting of ½ " mosaic topping of one
part of cement and marble powder in the ratio of 3:1 and two parts of marble chips,laid over 1"(25 mm) thick floor of 1:2:4 cement concrete,
including rubbing and polishing complete with finishing :- (a) using grey cement
1/2" thick mosaic dado or skirting using white cement i/c rubbing and polishing complete with finishing using grey cement
Providing and laying conglomerate flooring (two coat work) with top layer of ½"(13mm)thick wearing surface, for panelling, consisting of one part of cement and 2 parts of stonechips passing 3/16"(6 mm) sieve, over bottom layer ofcement concrete 1:3:6,including surface finishing anddividing in panels i/c rubbing.
Painting new surface:- Preparing surface and painting sashes fanlights glazed or gauzed doors and windows (including edges):- 3 coats.
30
Total = 60 Sft@Rs.7397.00%Sft Rs. 4438/-31-i
bath 2 x2 x(3 +5 ) x6 = 192 Sft
1 x2 x(5-1/4 +5-5/8) x6 = 131 Sft
Total = 323 Cft.@Rs.7999.80%Sft Rs. 25839/-32
Take Qty item No.16
A (Plaster) = 3618 Sft.
Total = 3618 Sft@Rs.254.00%Sft Rs. 9190/-33
Total = 256 Sft@Rs.1257.60%Sft Rs. 3219/-34
1 x2 x39 x16 = 1248 Sft.
1 x2 x45-1/2 x16 = 1456 Sft.
Total = 2704 Sft@Rs.1279.00%Sft Rs. 34584/-Total Rs. 1206924/-1/2" thick c/s (1:3) plaster and
polythene sheet 500 gauge under bearing of RCC slab.
Take 70% Qty of It.No.29 P/L floor of approved quality coloured glazed tiles over 3/4" thick c/s (1:3) plaster complete.
P/L dado of approved coloured glazed tiles 1/4" thick over 3/4" thick c/s (1:3) plaster complete.
Distempering 3 coats on new surface.
Providing and fixing marble strip of any shade for dividing the mosaic flooring into panels.
a) Size 1½" x 3/8" (40 x 10 mm) Take 70% Qty of It.No.28
Cement pointing struck joint (1:2) mixed with red oxide pigment to match the colour of bricks.
Sub Divisional Officer Provincial Buildings Sub Division-I
Sargodha
Executive Engineer Provincial Buildings Division
Sargodha
1
23 5 115.0 m @ 77.25/m
Rs.8884/-2
i- 3/0.029"
345 m @ 27.00/m Rs.9315/-ii- 7/0.029"
3
= 150 Rft
Total 100 Rft @ 28.10/Rft Rs.2810/-4
10 No
Total 10 No @ 93.10/Each Rs.931/-9 No
Total 9 No @ 129.70/Each Rs.1167/-4 No
Total 4 No @ 243.80/Each Rs.975/-5
= 3 No @ 361.05/Each Rs.1083/-9
= 5 No @ 20.00/Each Rs.100/-Supply and Erection of button holder backlite large
size.