Public Works Department Tender
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Public Works Department - PWD Tender
Building Construction
Coronavirus COVID 19
Eprocure
Opening Date5 Feb 2020
Closing Date25 Feb 2020
Tender Amount₹ 3,52,95,000
Costs
EMD
₹ 7,06,000Document Cost
₹ 15,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2020_HRY_117246_1Bid Award Id
ViewTender No
Construction of Trauma Centre in General HospitalTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://haryanapwd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.38)
292.86
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Cement Concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.41).
6.08
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Cement Concrete 1:1½:3 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.42).
12.74
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Cement Concrete 1:2:4 with stone aggregate 20 mm nominal size if first storey upto 4 metres above plinth level. (HSR 10.59).
3.56
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Precast cement concrete 1:1½:3 with stone aggregate 20 mm nominal size in Kerbs and the like itmes, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey. [HSR. 10.77 + 10.95 (a)].
10.09
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Precast Factory Manufactured cement concrete 1:1½:3 with stone aggregate 20 mm nominal size in Tiles and Chanels the like itmes, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey. [HSR. 10.78 + 10.95 (a)].
10.09
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Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in Shelves excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR. 10.81+10.95 (a)]. First Storey
2.2
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Second Storey
3.06
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Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR. 10.82 + 10.95 (a)]. First Storey
167.63
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Second Storey
111.46
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Third Storey
2.64
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Cement Concrete 1:1½:3 with stone agregate 20 mm nominal size reinforced concrete work for walls exceedings 20 cm thickness (straight and curved) beams, girders, stairs, columns (Sqaure or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position complete in all respects. [HSR. 10.86 + 10.95 (a)]. First Storey
285.43
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Second Storey
146.77
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Third Storey
30.53
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Cement Concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for circular or curved columns excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects. [HSR. 10.88 + 10.95 (a)]. First Storey
5.45
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Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in fasicas, parapets and other thin vertical sections, not covered by item no. 10.82, 10.86 to 10.88 not exceeding 10 cm thickness thickness excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. [HSR. 10.89 + 10.95 (a)] Second Storey
14.89
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Third Storey
12.28
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Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work in footing, strips, foundation, rafts, pedestal and approach slabs of bridges etc. but excluding steel reinforcement and including centring and shuttering, laid in position, complete in all respects. (for work upto 1.5 Mtrs. below ground level). [HSR. 10.90 + 10.95 (a)].
899.68
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Providing and laying 80 mm thick ISI marked internlocing paver paver blocks conforming to IS 15658:2006/IRC:SP:63-2004 of all Shapes and colours in design mix cement M-40 over a bed of 30 mm thick fine sand complete in all respect. (HSR 10.159). (Note:- Reputed make Paver Block Only ISI marked will be used as approved by Engineer-in-charge).
903.59
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First class brick work laid in cement sand mortar 1:6 in foundation plinth. (HSR 11.2)
261.63
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First class brick work laid in cement sand mortar 1:4 in foundation plinth. (HSR 11.4)
6.15
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First class brick work laid in cement sand mortar 1:6 in 1st storey upto 4 metre above plinth level. (HSR 11.7) First Storey
65.7
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Second Storey
68.64
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Third Storey
5.79
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11.43 cm thick brick wall laid in cement sand mortar 1:4 in spuer-structure. [HSR 11.48 (a)]. First Storey
841.26
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Second Storey
607.91
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Masonry work sing flyash-lime based brick (IS: 12894-2002) laid in cement sand mortar 1:6 in super structure. (HSR 11.102).
Note:- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. First Storey
65.7
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Second Storey
68.64
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Third Storey
5.79
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Terracing consisting of tiles 22.86 cm x 11.43 Cm x 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and on other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 kg per sqm on top of R.C.C slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13). Second Storey
406.31
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Third Storey
959.94
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Top khurra 0.6 m x 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16. (HSR 13.50)
19
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Supplying & fixing in position G.I. pipe class 'B' spouts in chajjas and cantilevers. (e) 50mm i/d G.I. pipe. [HSR 13.55 (e)].
24.7
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Bottom khurra on ground 1.2 m x 0.6m consisting of brick on edge laid in cment mortar 1:3 over 75mm c:c 1:8:16 including 12mm thick cement plaster 1:3. (HSR 13.57)
19
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Cement Concrete 1:2:4 gola 10cm x 10cm quadrant along junction of roof with parapet wall finished smooth, where specified. (HSR 13.64).
406.78
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Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. (Note:- Reputed make PVC Pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.89].
Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.
(a) 100 mm dia PVC pipe 6 kg. pressure.
36.43
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(b) 150 mm dia PVC pipe 6 kg. pressure.
77.74
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Providing and fixing PVC Bend ISI Mark. (Note:- Reputed make PVC Bend such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.90].
Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. (a) 100 mm dia PVC Bend.
18
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(b) 150 mm dia PVC Bend.
20
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Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. (a) GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. [HSR 13.98 (a)].
126.33
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Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1)
1207.16
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Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping. (HSR 14.4) Second Storey
740.55
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Third Storey
16.76
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Conglomerate floor 50 mm thick Cement Concrete topping 1:2:4. (HSR 14.10)
212.17
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Precast chequered tiles of 20 mm thickness In ordinary grey cement without chips laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry between joints and over the base in floors, treads of steps and landings. (Note:- Reputed make Tile Only ISI marked will be used as approved by Engineer-in-charge). [HSR 14.45+Note].
Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.
First Storey
110.77
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Second Storey
98.84
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Fixing of Marble stone flooring 17 mm and above thick slab including matching grains of marble laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. (HSR 14.49). Marble shall be supplied by the deptt.
First Storey
61.34
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Second Storey
38.87
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Kotah stone flooring minimum 25 mm thick in any pattern as specified over 12 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing. (HSR 14.62).
Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. First Storey
519.42
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Second Storey
416.51
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Third Storey
16.76
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Extra for nosing in treads of steps of Kotah stone slab. (HSR 14.65)
65.85
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Kotah stone 20 mm thick in skirting risers of steps, dados and wall facing (lining) and pillars laid on 12 mm thick cement coarse sand plaster 1:3 laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing cramps, dowels and pins etc. (HSR 14.66).
Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. First Storey
35.55
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Second Storey
39.86
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Third Storey
1.62
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Providing and fixing glass strips 5.5 mm thick 40 mm wide in floors. (HSR 14.80)
173.17
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Providing & fixing ceramic tiles/anti skid tiles of size 400mm x 400mm or above size of approved make in flooring, laid in any pattern as specified over base of 20 mm thickcement coarse sandmortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. Not : Tile shall be of premium quality (first quality) of reputed manufacturer like:- RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO shall be used as approved by Engineer-in-charge. (HSR 14.91). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.
Second Storey
100.55
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Third Storey
53.48
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Providing & Fixing Ist quality Ceramic glazed wall tiles confirming to I.S. 15622 (thickness to be specified by the manu-facturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-In-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including ointing in white cement mixed with pigment of matching shades complete. (b) Size of ceramic Glazed tiles 300 x 450 mm of reputed manufacturer like:- RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO shall be used as approved by Engineer-in-charge. [HSR 14.92(b)].
Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.
First Storey
1110.95
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Second Storey
611.7
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Laying and fixing Granite stone in all shade,15mm to 18mm thick in skirting/dados, risers of steps, pillars, wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortor 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite including labour for fixing cramps pins and dowels etc. (Excluding the cost of Granite, Granite will be supplied by the Department). (HSR 14.95). First Storey
5.6
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Second Storey
5.57
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Laying and fixing Granite stone in all shades 15 mm to 18 mm thick in flooring, laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite stone. (Excluding the cost of Granite, Granite will be supplied by the Department). (HSR 14.96). First Storey
33.25
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Second Storey
33.22
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Providing edge moulding to 17-20 mm thick Granite stone counters, Vanities etc., including machine polished to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. (ii) Double Moulding. [HSR 14.98 (ii)].
111.09
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12 mm thick cement Plaster & rendering on plaster 1 mm thick. (HSR 15.4+15.75)
33.6
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12mm thick cement plaster on walls (1:6). (HSR 15.7). First Storey
1416.2
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Second Storey
1208.6
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Third Storey
50.7
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15mm Thick Cement Plaster 1:6 on the rough side of single or half brick wall. (HSR 15.12). First Storey
1836.72
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Second Storey
1208.6
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Third Storey
58.55
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10mm thick cement plaster 1:4 under side of ceiling. (HSR 15.52). First Storey
1207.16
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Second Storey
740.55
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Third Storey
16.76
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20 mm thick cement plaster vertical damp proof coarse 1:3 with two coats of bitumen at 1.65 Kg. per sqm. Laid hot & sanded (HSR 15.77) (a) Vertical
395.49
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Preparation of ply wood surface for painting inlcuding sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. Painting on wooden surfaces etc. (HSR 16.1) Through Rate
792.1
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Providing and Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.2). Through Rate
792.1
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Providing and Applying Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.3). Through Rate
792.1
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Providing and Applying priming coat with metal primer on new steel or iron work including preparation of surface. Painting on mettalic Surfaces etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.9). Through Rate
735.12
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Providing and Applying Painting two coats excluding priming coat with ready mixed paint for matelic sufraces in all shades on new steel or iron work. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.17). Through Rate
735.12
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Providing and Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.25). Through Rate
66.22
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Providing and applying Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.26). Through Rate
66.22
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Providing and Applying Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.58). Through Rate
6596.59
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Providing and Applying Providing two coats of exterior acrylic emulsion paint. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). [HSR 16.79 (b)]. Through Rate
1342.19
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Providing and applying two coats white cement based putty over plastered surface and grindling the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete. (Note:- reputed make Putty such as J.K./ Birla shall be used as approved by Engineer-in-charge). (HSR 16.81). Through Rate
7743.84
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Providing and fixing wooden handrail of required shape and desing, with necessary, screws, including labour for rounding, vertical and horizontal bends and curves complete fixed in position (b) commercial hard wood, such as hollock, champ, chikrassy and chaplash, etc (Non coniferous timber other than teak, conforming to I.S specification no. 1003, kiln seasoned) (HSR 17.69) (b)].
1.34
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Providing and fixing helical door spring 150 mm (superior quality), including necessary screws, complete- (b) iron. [HSR 17.79 (b)].
5
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Supplying and fixing hydraulic door closer I.S.I mark, with necessary screws etc. complete (b) I.S.I designation no. II (size of door 701 mm to 850 mm) [HSR 17.82(b)].
89
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Factory manufactured panelled door or glazed windows shutters of commercial hard wood such as Hollock, Champ, Chikrassy & Chaplash only. (non coniferous timber other teak, confirming to I.S. pecificationNo. 1003, Kiln seasoned) with 100mm wide vertical styles, 150mm wide lock rail 200 mm wide bottom rail, and 100mm wide other rails, with panels of 15mm thick, tongued and grooved of commercial hard wood and including cost of iron hinges, screw, chock/cleats, stops nails etc. complete fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position). (a) 30 mm thick. [HSR 17.90 (a) - Note 1 under 17.18].
103.56
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Factory manufactured wire gauze door and window shutters of commercial hard wood such as Hollock, Champ, Chikrassy & Chaplash only. (non-coniferous timber other teak conforming to I.S. specification No. 1003, kiln seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail, and wire gauze of 140 G or 120 G designation including cost of iron hinges, screws, chock/cleats, stops nails etc., complete fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position. (Styles and rails of windows shutter shall be 75 mm wide. (i) 30 mm thick. [HSR 17.92 (i) - Note 1 under 17.18]
103.56
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Factory manufactured Solid Flush Door Shutter, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hotpressed, conforming to I.S. 2202 part I and II, fixed in position, including iron hinges, screws, chocks/cleats and stops etc., (excluding the cost of any fittings other than specified above, but including labour for fixing the same in position. (Note:- reputed make such as Duro, Green, Kitply will be used as approved by Engineer-in-charge). HSR 17.93 (a) - Note 1 under 17.18].
Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. (i) 25 mm thick.
26.75
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(iii) 35 mm thick.
191.1
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Providing and fixing Aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z. sections and other sections of approved make conforming to IS;733 and IS;1285 fixed with raw plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. aluminum sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling C.P brass/stainless steel screws. All complete.
Fixed portion (Anodized Aluminum transparent or dyed to required shade according shade according to IS;1868, minimum anodic coating of grade AC 15). (HSR 17.95+Note). Hindalco, Jindal make.
461.73
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawel plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. Aluminium sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing/paneling C.P brass/stainless steel screws, etc. complete shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC/neoprene gasket required including aluminium fitting. (HSR 17.96+Note (i)].
277.2
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Providing and fixing 12 mm thick preleminated paticle board flat pressed three layer or graded wood particle board conforming to IS;12823 grade I type II in paneling fixed in aluminium doors. Windows shutters and partition frames with c.p brass / stainlees steel screws etc. complete (b) Pre-laminated particle board with decorative lamination on both sides. [HSR 17.97 (b)].
18.25
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Providing and fixing glazing aluminium door, windows ventilator shutter and partitions etc. with PVC/neoprene gasket etc. complete (cost of aluminium snap beading shall be paid in basis items.) (b) with float glass panes of 5.00 mm thickness. [HSR 17.98 (b)].
33.16
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Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS 6315 marked for door including cost of cutting floors as required embedding in floors and cover plates with brass pivot and single piece M.S sheet outer box. (a) with stainless steel cover plate. [HSR 17.99 (a)].
9
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Providing aluminium Jali of thickness 7mm thick with openings 75mm x 75mm of including anodizing and fixing frame with cost of screws etc complete (HSR 17.100)
39.01
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Providing fixing Aluminum round shape handic of cuter dia 100 mm with screws etc. complete. (I) Anodized (AC-15) Aluminum. [HSR 17.102 (i)].
18
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Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. (HSR 18.12).
202.45
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Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including Straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/depths /storeys/ basements etc.
(Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement). (HSR 18.22).
1694.49
-
-
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Supplying and fixing Glass panes including special metal sash putty of approved make. (b) glass panes 4 mm thic, exceeding 40 sq. dm areas. [HSR 18.30 (b)].
414.04
-
-
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Pressed steel sheet frames (chowkhats) consisting of 2mm thick steel sheet of the specified section, including iron lugs (hold fasts) iron hinges, conforming to P.W.D. specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready mixed paint red lead non-setting primer, of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame, and cement concrete 1:3:6 for lugs complete. [HSR 18.34]. (a) door and window frame Size of 89 mm x 59 mm with 40 mm wide signel rebate.
942.68
-
-
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(c) door and window frame size 127 mm x 50 mm with 40 mm wide double rebate.
1618.24
-
-
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Preparation of sub grade including trenching rough dressing of soil, final dressing of earth, to given levels and camber, watering, rolling with road roller and compacting the bed (HSR 24.1)
817.84
-
-
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DSR ITEMS
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (DSR 10.28).
83.16
-
-
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Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. (DSR 16.90).
60.79
-
-
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Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-charge. (i) Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). (DSR 21.7 (i)].
567.75
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-
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NS ITEMS
Providing & Fixing Vitrified Tiles 600 x 600 mm of approved make in flooring laid in any pattern as specified over base of 20 mm thick cement coarse sand morter 1:3 and joint will be 3 mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filled with epoxy grout minimum depth of 3 mm of (reputed make such as pidilite (T-13 Roff), Ferrous crete or equivalent) as approved by Engineer-in-charge. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO. (Double charged tiles shall be used as approved by Engineer in charge. (NS). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. First Storey
368.9
-
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Second Storey
127.15
-
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Providing & Fixing Vitrified Tiles 600 x 600 mm of approved make skirting/dados, pillars, wall facing, laid in any pattern as specified over base of 20 mm thick cement coarse sand morter 1:3 and joint will be 3 mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filled with epoxy grout minimum depth of 3 mm of reputed (make such as pidilite (T-13 Roff), Ferrous crete or equivalent) as approved by Engineer-in-charge. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO. (Double charged tiles shall be used as approved by Engineer in charge. (NS). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. First Storey
27.1
-
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Second Storey
11.73
-
-
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Providing, Laying & Fixing of GRC tiles of approved shade over 12 mm thick cement mortar 1:4 for exposed outer surface for all heights including the cost of scaffolding complete in all respect for all Heights. (Note:- Reputed make Tile such as Unistone, NTC, DALAL, shall be used as approved by Engineer-in-charge. (NS)
575.22
-
-
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Earth work non plastic or Tibba Sand under floors/Road & Parking taken from outside of campus area with all lead and lift including loading, unloading, laid in 15 cm layer including ramming, watering, consolidating, compaction, and compensation of earth etc., complete in all respect as per the direction of engineer in charge. (For Any Lead & Lift). [NS].
2065.43
-
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Providing and laying 200 mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –VI of MORT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No.401 of MORT&H specifications for road & bridge (5th Revision) of 2013. (NS).
166.98
-
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Providing & laying 75mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to waterbound macadam in layer of 75 mm each using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects. (NS).
62.31
-
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Providing and laying 75 mm thick Dry Lean Cement Concrete Sub-Base Construction of dry lean Cement Concrete M-10 sub base over a prepared sub grade with coarse and fine aggregate conforming to IS 383 the size if course aggregate not exceeding 25mm aggregate cement ratio not to be exceed 15:1 aggregate gradation after blending to be as per table 60-1 of MoRT&H specification (5th edition) cement content not to be less than 150 kg/ cum optimum moisture content to be determined during trail length construction, concrete strength not to be less than as 10 MPA at 7 days mixed in the batching plant transported to site laid with a paver compacting with 5-10 tonne vibratory roller, finishing and curing as per clause 601 of MoRT&H specification (5th edition) 2013. Note:- If cement contents are required more than 150 Kg. per cum to achieve strength it will be incidental to work and nothing extra shall be payable on this account.
62.31
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(PUBLIC HEALTH WORK)
Excavation of trenches in streets, lanes or in open areas for storm sewer, sewers running by gravity and manholes to full depths as shown in drawings including shoring, timbering of poling boards, frame system type, dressing to correct sections and dimensions, according to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushes, etc. night signals profiles, pegs, sight rails, boning rods, crossing over trenches for access to the houses, watching fencing etc. fixing and maintenance of caution board refilling of trenches, watering of refill, in 15 cm layers ramming and restoration of unmetalled or unpaved surface to original condition and removal of surplus soil, from site of work, upto a lead of 1 Km in oridnary soil. (a) for depths excavation not exceeding 3 metres below ground level. [HSR 6.10 (a)].
260.55
-
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Drilling and Tapping cast iron pipe lines of all diameters and screwing in ferrule and connections-Size of ferrule. [HSR 28.22]. (vi) 40 mm internal diameter of pipeline.
1
-
-
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Cutting holes upto 23 cm square through brick work in mud walls for pipes and making good including repointing replastering and finishing according to existing finish where required. [HSR 28.23]. (i) 11.43 cm thickness of walls
90
-
-
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(ii) 22.86 cm thickness of walls
140
-
-
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Labour for fixing G.I. or W.I. pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage. [HSR 28.27]. (a) 15 mm internal diameter
1
-
-
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(b) 20 mm internal diameter
1
-
-
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(c) 25 mm internal diameter
1
-
-
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Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning, trimming and dressing the trenches to correct alignment and grade as required by the Engineer-In-charge. [HSR 28.47 (a)]. Upto 200 mm internal diameter
1
-
-
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Constructing brick masonry inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 in foundation cement concrete 1:2:4 benching 12 mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2;4 slab 100 mm thick./C.C. topping 50 mm thick with 455 mm x 455 mm 610 mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint coplete as per standard design. [HSR 29.84]. (a) Size 450 mm x 450 mm
5
-
-
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(b) Size 450 mm x 600 mm
5
-
-
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(c) Size 600 mm x 900 mm
8
-
-
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Extra for over 0.30 metre depth of inspection chamber. (c) 600 x 900 mm. (HSR 29.85)
0.6
-
-
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Constructing brick masonry road gully chamber as per standard drawings (as per sizes given below) including dressing of beds and sides of chamber to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item no 10.6) in foundation, Ist class brick work laid in cement sand mortar, 1:5, 40mm thick cement concrete 1:2:4, topping inside the chamber with a floating coat of 1.5 mm thick neat cement laid in one operation to the topping the entire inner surface of the chamber rendered with neat cement not less than 12 mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1 mm thickleft absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as specified in item no. 29.48 complete and to the requirement of the Engineer-In-charge). (a) Single Road Gully Chamber (i) Size 610 mm x 457 mm x 800 mm. [HSR 29.87 (a) (i)].
8
-
-
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CONSTRUCTION OF RECTANGULAR STANDARD BRICK MASONRY MANHOLE CHAMBERS to standard drawings on S.W pipe sewers or other circular pipe sewers upto the required depth in 1.5 CEMENT SAND MORTAR, lime concrete in bed and sides of pipe sewer and cement concrete 1:2:4 in benching, 12 mm thick water tight 1:2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium solicate on interior surface where required, reinforced cement concrete slab 180 mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1:2 cement sand mortar complete. The rate cover the cost of M.S steel for R.C.C slab Labour for fixing and carriage of C.I manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works.
The rate also includes the cost of accurately planned and fitted centring, supports for all works as well as for all curves and special work, cleaning out their beds etc. Sodium silicate shall be supplied free of cost at the stores of Engineer- in-charge. [HSR 29.90 (ii)]. (ii) On 150 mm I/d Pipe sewer (a) For 1.20 Mtrs. depth below ground level
6
-
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(b) For 1.50 Mtrs. depth below ground level
6
-
-
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(c) For 1.80 Mtrs. depth below ground level
6
-
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Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer -in-charge. (HSR 29.93). 250 mm dia
5
-
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300 mm dia
229.51
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Providing SALT GLAZED STONE WARE PIPES GRADE 'A' IN STANDARD LENTH OF 600 MM EACH PIPE MARKED WITH IS;651 and their lowering, cutting, jointing and testing as described in HSR item no. 29.38, 29.39, 29.40 inlcuding the cost of jointing materials as well as carriage, loading, unloading, stacking handling, re-handling etc. complete in all respect to the satisfaction to the Engineer-in-Charge. (c) 200 mm dia. (HSR 29.95)
207.32
-
-
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Providing & Fixing in position best Indian make (to the approval of the Engineer-in-charge). Indian orissa or orya water water closet suite for sinking into floor, with raised foot treats complete with 100 mm H.C.I.'P' trap with or without vent as required and all other necessary fitting as fully described. (b) Size 630 mm (ii) Single Colour. (Make Hindware) [HSR 30.2 (b) (ii)].
8
-
-
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Providing and fixing in position best indian make (as approved by the engineer-in-charge European type water closet suite, syphonic type consisting of- (i) VITREOUS CHINAWARE SYPHONIC SUITE WITH 15 LITRES CAPACITY MATCHING CHINAWARE CISTERN and all internal brass fittings COMPLETE WITH ‘P’ or ‘S’ TRAP with or without vent; (as approved by the Engineer-in-charge). (ii) One piece SEAT AND LID IN HOLLOW BLACK OR WHITE PLASTIC fitted with chromium plated hinges and rubber buffers, (to the approval of the Engineer-in-charge) COMPLETE in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS. (b) Double trap syphonic (ii) Single Color. [HSR 30.5 (b) (ii)].
15
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EXTRA OVER item nos. 30.1 to 30.4 and 30.6 FOR PROVIDING AND FIXING 15 LITRES CAPACITY C.I. LOW LEVEL VITREOUS CHINAWARE CISTERN complete with flush bend all other necessary Fittings instead of C.I high level cistern complete with fittings. (i) White. [HSR 30.12 (i)].
23
-
-
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EXTRA OVER item nos. 30.3 to 30.6 FOR PROVIDING AND FIXING BEST INDIAN MAKE PLASTIC HYGENIC SEAT with lid complete instead of hollow Black or white plaster seat and lid.(i) White plastic seat (Solid). [HSR 30.13 (i)].
15
-
-
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EXTRA FOR providing and fixing 32 MM dia G.I./C.P FLUSH PIPE complete with accessories instead of 32/MM dia galvanized telescopic flush pipe with clips (as required by the Engineer-in-charge). (i) 32 mm dia G.I. flush pipe. [HSR 30.15 (i)].
23
-
-
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PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE FLAT BLACK OR ANGULAR LIPPED FRONT URINAL 465 MM HIGH consisting of:- (i) flat black lipped or angular urinal basin of VITREOUS CHINA WARE (to the approval Of the Engineer-in-charge)(i) White. [HSR 30.19 (i)].
6
-
-
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Providing and fixing 25 mm thick marble partitions for different type of urinals. (b) Vetreous Chinaware Partition Plate. (ii) Large Size 835 mm x 335 mm. (i) White. (HSR 30.40).
6
-
-
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Providing & Fixing in position best indian make (ordinary) lavatory suites consisting of:- (v) Size 560 mm x 450 mm with one no. tap. [HSR 30.41(v)].
21
-
-
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PROVIDING AND FIXING IN POSITION 32 MM DIA G.I. WASTE PIPE EMBEDDED IN WALL or lead waste pipe (weighing 3.47 kg. per metre and 2.8 mm thick) upto floor Level including cost of wipped solder joint etc., complete (as required by the Engineer-in-charge). [HSR 30.48].
21
-
-
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Providing and fixing in position best Indian make chromium Plated brass Bottle trap 32 mm dia metre. complete (as required by the Engineer-in-charge). [HSR 30.50]
21
-
-
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Providing and fixing in position best quality Stainless Steel Sinks with Complete fittings as fully described in item No. 30.51. (a) 600 mm x 450 mm x 200 mm. [HSR 30.53 (a)].
17
-
-
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Providing and fixing 40 mm I/D Stainless Steel waste pipe embedded in walls or lead waste pipe weighing 4.46 Kg./metre and 3.0 mm thick upto floor level as required by the Engineer-in-charge including cost of union and plumber joint. (HSR 30.62)
17
-
-
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Providing and fixing 40 mm i/d chromium plated brass trap with chromium plated bra pipe to wall with wall flange, complete (as per requirement of the Engineer-in-charge) for use with sinks. (a) with Bottle Trap (indian make). [HSR 30.63 (a)].
17
-
-
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PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE PAPER HOLDERS FIXED INTO wall with C.P Brass screws complete in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. (a) C.P. Brass. [HSR 30.67 (a)].
23
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-
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Providing and fixing in position best Indian make towel rails fixed in with rawlslugs embedded in walls with C.P. Brass screws, complete in all respect including cutting and making goods the walls etc.: (a) 25 mm dia, C.P. Brass adjustable. (i) 750 mm long. [HSR 30.68 (a)]
38
-
-
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Providing and fixing in position glass shelf fixed in with rawl plugs with C.P. Brass screws, complete including cutting and making good the walls etc. (a) with C.P. Brass brackets and guard rail. (i) 600mm x 125 mm . [HSR 30.69 (a) (i)].
38
-
-
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Providing and fixing in position best Indian make Soap dish fixed into wall with C.P. brass screws and complete in all respects including cutting and making goods the walls etc. (a) C.P. Brass (i) Soap dish Large. [HSR 30.70 (a) (i)].
38
-
-
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Providing & fixing in position best Indian make bevelled edge 5.5 mm thick mirror mounted on absetos sheet ground fixed in postion by means of 4 Nos. chromium plated brass screws and washers over rubbers washers and rawl plug embeded in the wall or chromium plated brass clamps with C.P. brass screws (as required by the engineer-in-charge) complete including cutting and making good the walls etc. (a) Indian Make (i) 600 mm x 450 mm. [HSR 30.71 (a) (i)].
43
-
-
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PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE COAT AND HAT HOOKS fixed into wall with C.P Brass screws and rawl plugs etc. COMPLETE INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. (a) C.P. Brass. (ii) Two Way. [HSR 30.73 (a) (ii)].
105
-
-
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Providing and fixing in position super quality 65 mm i/d opening C.P brass dome type hinged grating weighing about 750 gms fixed in cement mortar 1:2 complete in all respects (as required by the Engineer-in-charge). [HSR 30.74].
77
-
-
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Providing and fixing in position 15mm i/d C.P. brass bib cocks of best quality (as required by the Engineer-in-charge). [HSR 30.75]. (a) Bib cock long body.
86
-
-
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Providing & fixing in position C.P. brass stop cock (as approved by the engineer-in-charge). (a) 15 mm Stop cock. (ii) Concealed stop cock with flange. [HSR 30.76 (a) (ii)].
122
-
-
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Providing and fixing C.P. brass liquid soap container of best quality (as required by the Engineer-in-charge). (HSR 30.77).
38
-
-
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Providing and fixing in position best Indian make flexible tube connection. (b) C.P. Brass (iii) 15mm x 450 mm. [HSR 30.82 (b) (iii)].
122
-
-
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Providing and fixing in position H.C.I. Soil waste vent or antisyphonage pipes to I.S.I. specifications of E.L.C. manufacture or of any other reputed firm including cutting and wastage etc. and cutting holes in walls, roofs or floor etc. and making good to its original condition but excluding cost of lead jointing. (HSR 30.84) (a) 100 mm internal diameter.
179.27
-
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(b) 75 mm internal diameter.
347.87
-
-
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Providing and fixing in position C.I. Gully trap cover weighing approximately 7.26 Kg. and frame for gully trap chamber clear opening size 300 mm x 300 mm and out side size 330 mm x 330 mm including painting the exposed surfaces with 3 coats of black bitumastic superior paint of approved manufacture etc. (HSR 30.85).
12
-
-
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Providing lead caulked joints to H.C.I. pipes and specials confirming to I.S.I. specificationsof E.L.C. manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. (HSR 30.87). (a) 100 mm internal dia meter. (1.13 Kg)
300
-
-
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(b) 75 mm internal dia meter. (0.91 Kg)
480
-
-
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Providing and fixing in position M.S. or heavy flat iron clamps made out of M.S. flat not less than 5 mm of the approved design for fixing C.I. soil waste vent or anti pipes to walls complete in all respects. (a) for 100 mm interal diameter pipes. (HSR 30.88). (a) for 100 mm interal diameter pipes.
50
-
-
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(b) for 75 mm interal diameter pipes.
70
-
-
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Providing & Fixing H.C.I. floor traps I.S.I. marked of the self cleaning design with C.P. brass hinged grating with frame with or without vent arm and including cement concrete 1:2:4 under and around the floor trap where required upto floor level complete in all respects including cutting and making good the walls and floors, etc. minimum depth of water should be 50 mm with a minimum seal of 50 mm. (b) with 75 mm i/d outlet. [HSR 30.89 (b)].
77
-
-
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Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing. (HSR 30.91).
(a) For 100 mm dia pipes
(1) Heal rest bend
5
-
-
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(2) Double Junction with door 100 mm x 100 mm x 100 mm x 100 mm
12
-
-
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(4) Single Junction with door 100 mm x 100 mm x 100 mm x 100 mm
18
-
-
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(13) Bend with Door
20
-
-
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(14) Bend Plain
40
-
-
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(16) Cowls
5
-
-
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(17) Door piece
5
-
-
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(22) Collars
70
-
-
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(b) For 75 mm dia pipes
(1) Heal rest bend
7
-
-
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(3) Double Junction with door 75 mm x 75 mm x 75 mm x 75 mm
20
-
-
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(4) Single Junction with door 75 mm x 75 mm x 75 mm x 75 mm
25
-
-
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(13) Bend with Door
30
-
-
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(14) Bend Plain
70
-
-
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(16) Door piece
7
-
-
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(17) Cowls
7
-
-
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(18) Collars
100
-
-
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Providing and fixing in position automatic brass ball valves in tanks. (b) With Plastic Ball (ii) 20 mm internal diameter. [HSR 30.110 (b) (ii)].
8
-
-
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Providing & Fixing in position gully traps fixed in cement concrete 1:4:8 complete with H.C.I. grating 150 mm x 150 mm cast iron cover weighing approximately 7.26 Kg. and frame clear opening 300 mm x 300 mm and outside size 330 mm x 330 mm and chamber including cost of all brick work in cement mortar 1:5 cement concrete 1:2:4, in coping black bitumastic superior paint of approved manufacture on all C.I. work as per standard design, minimum depth of water should be 150 mm with a minimum seal 50 mm. (b) 100 internal diameter H.C.I. gull trap. [HSR 30.114 (b)].
12
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-
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Providing and Fixing HDPE WATER STORAGE TANKS of Sintex, Diplast, O.K. Supreme make with covers/lids marked with IS:12701 on roof top of buildings including cost of hoisting and placing in position, making connections with inlet and outlet pipes, providing overflow and scour provisions with suitable plug on scour pipe including cost of nipples, washers flages for connections in tanks complete in all respects to the satisfaction to the Engineer-in-Charge. [HSR 30.119]. 1000 Ltrs. Capacity Water Tank
8
-
-
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DSR ITEMS
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal Work - Exposed on Wall. [DSR 18.10). (i) 15 mm internal diameter of pipeline
84.7
-
-
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(ii) 20 mm internal diameter of pipeline
92.38
-
-
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(iii) 25 mm internal diameter of pipeline
179.88
-
-
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Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : (DSR 18.11). (i) 15 mm internal diameter of pipeline
197.62
-
-
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(ii) 20 mm internal diameter of pipeline
215.55
-
-
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Providing and fixing gun metal gate valve with C.I. Wheel of approved quality (Screwed end). (DSR 18.17) (b) 20 mm nominal bore
60
-
-
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(c) 25 mm nominal bore
6
-
-
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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New Work). (DSR 18.46) (a) 15 mm nominal bore
60
-
-
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(b) 20 mm nominal bore
70
-
-
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(c) 25 mm nominal bore
70
-
-
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DSR 19.16).
42
-
-
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Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : (i) For pipes 100 to 250 mm diameter. [DSR 19.21.1].
2
-
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Boring/drilling bore well of required dia dor casing/strainer pipe, by suitable method prescribed in IS: 2880 (part I), including collecting samples from different strata preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants and machineries, pit for water, arragement of water including water charges etc as required for the job all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. (i) All type of Soil. (i) 300 mm dia. ([DSR 23.1.1.1)].
90
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Boring/drilling bore well of required dia dor casing/strainer pipe, by suitable method prescribed in IS: 2880 (part I), including collecting samples from different strata preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants and machineries, pit for water, arragement of water including water charges etc as required for the job all complete as per direction of Engineer-in-charge, beyond 90 metre & 150 metre depth below ground level. (i) All type of Soil. (i) 300 mm dia. ([DSR 23.1.2.1)].
22
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Supplying, assembling, loweing and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (i) 150 mm dia. [DSR 23.3.2).
190
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Supplying, assembling, loweing and fixing in vertical position in bore well, unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (i) 150 mm dia. [DSR 23.4.2].
15.75
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Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (DSR 23.5).
14.26
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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (DSR 23.6).
10.7
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Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. (DSR 23.7).
7.13
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Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. (DSR 23.8).
11.87
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-
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Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). (2) 150 mm dia. (DSR 23.15.2)
1
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