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Construction Of Sub Health Centre At Village Mehrana In Charkhi Dadri Distt . , Charkhi Dadri-Haryana

Public Works Department-PWD has published Construction Of Sub Health Centre At Village Mehrana In Charkhi Dadri Distt . . Submission Date for this Tender is 07-02-2020. Building Work Tenders in Charkhi Dadri Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

23376016
Construction Of Sub Health Centre At Village Mehrana In Charkhi Dadri Distt .
Open Tender
Indian
Haryana
Charkhi Dadri
07-02-2020

Tender Details

Construction Of Sub Health Centre At Village Mehrana In Charkhi Dadri Distt .

Key Value

Document Fees
INR 5000 /-
EMD
INR 60000.0 /-
Tender Value
INR 29.51 Lakhs /-

BOQ Items

Name of Work: Construction of Sub Health Centre at Village Mehrana in Ch. Dadri District.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation in foundations, trenches, etc.in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres (HSR 6.6) 158.54 Cum (per cubic Meter)
2 2 Clearing jungle including uprooting of rank gevetation grass brush wood trees and saplings of girth upto 30 cm (HSR 6.26) 124.18 Sqm (per square Meter)
3 3 Cement Concrete 1:8:16 with brick ballast 40mm nominal size in foundation and plinth (HSR 10.26) 6.93 Cum (per cubic Meter)
4 4 Cement concrete 1:8:16 with stone aggregate 40 mm Nominal sie in foundation and plinth. (HSR 10.28) 23.96 Cum (per cubic Meter)
5 5 Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.38) 26 Cum (per cubic Meter)
6 6 Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation & plinth. (HSR 10.39) 18.71 Cum (per cubic Meter)
7 7 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) 5.3 Cum (per cubic Meter)
8 8 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) 5.3 Cum (per cubic Meter)
9 9 Cement concrete 1: 1½ : 3 with stone aggregate 20mm nominal size for reinforced concrete work in shelves excluding steel reinforcement but including centering and shuttering , laid in position, complete in all respects (HSR 10.79+10.95 (a)) 15.56 Cum (per cubic Meter)
10 10 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)]. 0.51 Cum (per cubic Meter)
11 11 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)]. 14.82 Cum (per cubic Meter)
12 12 Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (Straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centring and shuttering, laid in position complete in all respects. [HSR. 10.86+10.95 (a)] 9.53 Cum (per cubic Meter)
13 13 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)] 1.37 Cum (per cubic Meter)
14 14 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)]. 7.26 Cum (per cubic Meter)
15 15 Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate 20mm nominal size with 2 coats of bitumen 20/30 penetration, at 1.65 Kg (per Kilogram) per Sqm (per square Meter) laid hot and sanded. (HSR 10.114) 15.56 Sqm (per square Meter).
16 16 Damp proof course 25 mm thick of cement concrete 1:2:4 using stone aggregate 20mm nominal size without 2 coats of bitumen 20/30 penetration, at 1.65 Kg (per Kilogram) per Sqm (per square Meter) laid hot and sanded. HSR(10.115+Note) 36.45 Sqm (per square Meter).
17 17 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). \n(Note:- Reputed make Paver Block Only ISI marked will be used as approved by Engineer-in-charge). 341.41 Sqm (per square Meter)
18 18 First class brick work laid in cement sand mortar 1:6 in foundation plinth. (HSR 11.2) 124.57 Cum (per cubic Meter)
19 19 First class brick work laid in cement sand mortar 1:4 in foundation plinth. (HSR 11.4) 68.82 Cum (per cubic Meter)
20 20 First class brick work laid in cement sand mortar 1:6 in 1st storey upto 4 metre above plinth level. (HSR 11.7) 42.45 Cum (per cubic Meter)
21 21 -do- level (HSR 11.7) 5.35 Cum (per cubic Meter)
22 22 First class brick work laid in cement sand mortar 1:4 in 1st storey upto 4 metre above plinth level. (HSR 11.9) 43.19 Cum (per cubic Meter)
23 23 11.43 cm thick brick wall laid in cement sand mortar 1:4 in spuer-structure. [HSR 11.48 (a)] 59.51 Sqm (per square Meter).
24 24 Dressed or moulded two brick cornice laid in cement sand mortar 1:4 including 12mm thick cement plaster 1:4 or pointing as required (HSR 11.77) 30.72 Sqm (per square Meter).
25 25 Tile 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 Kilogram) per Sqm (per square Meter) 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) 111.58 Sqm (per square Meter).
26 26 Top Khurra 0.6m x0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16(HSR 13.50) 3 Each.
27 27 Bottom Khurra on roof 1.2 mm x 0.6 m consisting of brick -on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cemen t plaster.\n1:3 as per item No. 13.50 with CI spout and fixing in position (HSR 13.57) 3 Each.
28 28 Cement concrete 1:2:4 gola 10cm X 10cm quadrant along junction of roof with parapet wall finished smooth, where specially specified. (HSR 13.64) 48.92 Mtr.
29 29 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]. a. 100 mm dia PVC pipe 6 kg. presure.\nNote:- 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. 48.75 Mtr
30 30 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]. a. 100 mm dia PVC bend\nNote:- 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. 6 Each.
31 31 Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1) 93.43 Sqm (per square Meter).
32 32 Conglomerate floor 40mm thick cement concrete 1:2:4 on 100mm cement concrete 1:8:16 and 100mm sand or stone filling (HSR 14.12) 50.24 Sqm (per square Meter)
33 33 Terrazzo topping rubbed and polished to a granolithic finish under layer 34 mm thick cement concrete 1:2:4 and top layer as specified below: -\na. With grey cement.\ni). 40 mm thick with top layer 6 mm thick with white marble Makrana/ Narnaul chipping of size 1 mm to 4 mm laid in cement marble powder mix in the ratio of 3:1 (3 parts of cement and one part of marble powder) by weight in proportion of 4:7 (4 parts of cement marble powder mix: 7 parts of white marble chips) by volume complete. (HSR 14.25,a, i) 21.09 Sqm (per square Meter).
34 34 Terrazzo Skirting or dado or on wall face rubbed and polished to a granolithic finish under layer 12 mm thick cement coarse sand plaster 1:3 and top layer as specified below. a. With grey cement.\n18 mm thick with top layer 6 mm thick with white marble Makrana / Narnaul chipping of size 1 mm to 4 mm laid in cement marble powder mix in the ratio of 3:1 (3 parts of cement and one part of marble powder) by weight in proportion of 4:7 (4 parts of cement marble powder mix : 7 parts of hite marble chips) by volume complete. (HSR 14.26,a, i) 2.21 Sqm (per square Meter).
35 35 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].\nNote:- 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. 3.98 Sqm (per square Meter).
36 36 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). First storey\nNote:- 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. 76.34 Sqm (per square Meter).
37 37 Extra for nosing in treads of steps of Kotah stone slab. (HSR 14.65) 48.16 rmt (per running meter)
38 38 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). First storey\nNote:- 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. 9.7 Sqm (per square Meter).
39 39 Providing and fixing glass strips, 4 mm thick in floors. 40mm thick (HSR 14.79, a) 132.25 Mtr.
40 40 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 pointing in white cement mixed with pigment of matching shades complete. (a) Size of ceramic Glazed tiles 200 x 300 mm of reputed manufacturer like:- RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO shall be used as approved by Engineer-in-charge. [HSR 14.92(a)].\nNote:- 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 115.84 Sqm (per square Meter).
41 41 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). 4.6 Sqm (per square Meter).
42 42 12 mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.5). 180.76 Sqm (per square Meter).
43 43 15mm Thick Cement Plaster 1:6 on the rough side of single or half brick wall. (HSR 15.12). 548.46 Sqm (per square Meter).
44 44 10mm thick cement plaster 1:4 under side of ceiling. (HSR 15.52). 93.43 Sqm (per square Meter).
45 45 2nd storey 36.08 Sqm (per square Meter)
46 46 Cement pointing 1:2 deep variety on brick and tile work. HSR(15.60) 248.64 Sqm (per square Meter).
47 47 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) 128.55 Sqm (per square Meter).
48 48 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). 148.49 Sqm (per square Meter).
49 49 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). 148.49 Sqm (per square Meter).
50 50 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).\nPainting 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 16.9+16.17) 8.92 Sqm (per square Meter)
51 51 Preparation of plastered or concrete surfaces for painting, including sand\npapering the surface, applying one coat of linseed oil and filling with approved quality filler, consisting of white lead, linseed oil, varnish and chalk mitti including finishing surface to the required finish, complete. (HSR 16.24) 29.03 Sqm (per square Meter)
52 52 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 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). 528.04 Sqm (per square Meter)
53 53 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). 29.03 Sqm (per square Meter)
54 54 White washing three coat (HSR 16.48) 326.52 Sqm (per square Meter)
55 55 Distempering with washable oil bound distemper (of approved manufacture) two coats excluding priming coat on new work. (HSR 16.57). 348.05 Sqm (per square Meter).
56 56 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)]. 228.37 Sqm (per square Meter).
57 57 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). 348.05 Sqm (per square Meter)
58 58 Cupboard shutters of commercial hard wood such as hollock, champ, chikrasy and chaplash etc., (non-coniferous timber other than teak conforming to I.S. specification no.1003, kiln seasoned) excluding chowkat but with commercial plywood panels or faced on one side including iron hinges and screws fixed in position (excluding the cost of handles, tower bolts, hasp with stample, but including the labour for fixing the same)\nb) 25mm thick (HSR 17.32b) 7.13 Sqm (per square Meter)
59 59 Providing and fixing 0.50 mm thick aluminium sheet,including cost of necessary screws,etc., complete (HSR 17.87) 1.99 Sqm (per square Meter).
60 60 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). (b) 35 mm thick. [HSR 17.90 (b) - Note 1 under 17.18]. 8.65 Sqm (per square Meter).
61 61 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] 18.68 Sqm (per square Meter).
62 62 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, ii) - Note 1 under 17.18]. 30 mm thick. 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. 22.1 Sqm (per square Meter).
63 63 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). 8.51 Qtl. (per Quintal)
64 64 Providing and fixing in position collapsible steel shutters, with vertical\nchannels 20 mm X 10 mm X 2 mm and braced with flat iron diagonal 20\nmm X 5 mm size, with top and bottom rails of T-iron 40 mm X 40mm X 6 mm\nwith 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles, etc., complete. (HSR 18.20) 5.05 Sqm (per square Meter)
65 65 Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade more for RCC work, where not 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 respect for all heights/depths/ storeys/basement etc. (HSR 18.22)\nNote: Reinforcement shall be measured in length including heoks, if any separately for different in diameter as actually used in work, excluding overlaps, wastage couplings, welded joints and palacing shall not be measured and cost of tyhese items shall be deemade to be included in the rates for reinforcement. 49.13 Qtl. (per Quintal)
66 66 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)]. 18.11 Sqm (per square Meter).
67 67 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].\n(a) door and window frame of size 76 mm X 38 mm with 35 mm wide singal rebate. 24.3 Mtr.
68 68 (d) door and window frame of size 114 mm X 50 mm with 35 mm wide double rebate. 153.2 Mtr.
69 69 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) 341.41 Sqm (per square Meter).
70 70 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. [NS]. 1998.88 Cum (per cubic Meter)
71 71 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). 189.14 Cum (per cubic Meter)
72 72 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). 96 Kg (per Kilogram).
73 73 EXCAVATION FOR PIPELINES RUNNING UNDER RESSURE IN TRENCHES AND PITS, IN OPEN AREAS, WHERE DISPOSAL OF SURPLUS EARTH IS DONE ALONGWITH THE ALIGNMENT including trimming & dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc., refilling consolidation and entering of refill, in 15 cm layers AND RESTORATION OF UNMETALLED OR UNPAVED SURFACE TO ITS ORIGINAL CONDITION, including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fenching etc., and outside the town in ORDINARY SOIL -Without timbering and shoring upto 1.5 metress depth:-(HSR 6.8,a) 11.88 Cum (per cubic Meter)
74 74 EXCAVATION FOR PIPELINES RUNNING UNDER PRESSURE IN TRENCHES AND PITS, IN STREETS & LANES including trimming and dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc., refilling consolidation and watering of refill, in 15 cm layers AND RESTORATION OF UNMETALLED OR UNPAVED SURFACE TO ITS ORIGINAL OR UNPAVED the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, crossing over trenches for access to the houses, watching,fencing, etc., AND DISPOSAL OF SURPLUS SOIL OUTSIDE AND INSIDE THE TOWN, INVOLVING LEAD UPTO ONE KM IN ORDINARY SOIL-without timbering and shoring upto 1.5 metress depth (HSR 6.9, a) 12.34 Cum (per cubic Meter)
75 75 EXCAVATION, OF TRENCHES IN STREETS, LANES OR IN OPEN AREAS FOR STROM 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 roads, crossing over trenches for access to the houses, watching, fencing etc., fixing and maintenance of caution boards, 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 ORDINARY SOILfor depths of excaution not exceeding 3 meters below ground level (HSR 6.10, a) 11.88 Cum (per cubic Meter)
76 76 Earthwork for digging well in dry excavation from ground level upto the level where well kerb is placed including depositing spoil within 60 metres radius and filling, space outside the well after completion. exceeding 7.5 metres but upto 12. metres depth (HSR 22.1, d) 31.27 Cum (per cubic Meter)
77 77 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. (a) Size 450 mm x 450 mm [HSR 29.84,a]. 4 Each.
78 78 Extra for over 0.30 metre depth of inspection chamber. (b) 450mm X 600mm (HSR 29.84 + 29.85, b) 2 Each.
79 79 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. (b) grade 'A' 150 mm. (HSR 29.95) 38.1 Mtr.
80 80 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 580 mm (ii) white (Make Hindware) [HSR 30.2 (a) (i)] 1 Each.
81 81 PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE (to the approval of the Engineer-in-charge) EUROPEAN TYPE WATER CLOSET SUIT WITH NONCONCEALED ‘P’ OR ‘S’ TRAP with or without vent and all other necessary fittings as fully described in item no.30.3 above. i) white (HSR 30.4(i) 1 Each.
82 82 PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE LAVATORY SUITES (withfull anti splash rim ) IN VITREOUS CHINAWARE and all other necessary fittings as fully described in item no.30.41 above.-White (HSR 30.42(a) 3 Each.
83 83 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)]. 2 Each.
84 84 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) 400 mm long. [HSR 30.68 (d)] 3 Each.
85 85 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. ii) . .550mm X 400mm [HSR 30.71 (a) (ii)] 3 Each.
86 86 Providing and fixing in position 15mm i/d C.P. brass bib cocks of best quality (as required by the Engineer-in-charge) Bib cock [HSR 30.75, c] 7 Each.
87 87 Providing & fixing in position C.P. brass stop cock (as approved by the engineer-in-charge). (a) 15 mm Stop cock. (i) Concealed stop cock with flange. [HSR 30.76 (a) (i)]. 5 Each.
88 88 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.\n100 mm dia (HSR 30.84, i) 14.63 Mtr.
89 89 ii) 75mm dia 21.95 Mtr.
90 90 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). 3 Each.
91 91 PROVIDING AND FIXINGIN POSITION H.C.I.GRATING 150MM X150 MM FOR GULLY TRAP INCLUDING PAINTING with black bitumastic superior paint of approved manufacture three coats.(HSR 30.86) 6 Each.
92 92 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).\n100 mm internal diameter (1.13 Kg (per Kilogram) 8 Each.
93 93 100 mm internal diameter (0.91 Kg (per Kilogram)) 15 Each.
94 94 PROVIDING AND FIXINGIN POSITION H.C.I. FLOOR TRAPS I.S.I.MARKED OF THE SELF CLEANING DESIGN WITH C.P. BRASS HIGED 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 150 mm with a minimum seal of 50 mm with 75mm dia outlet (30.89(b) 7 Each.
95 95 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).\nHeal test bend 2 Each.
96 96 Cowel for 10mm dia 2 Each.
97 97 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].\na. Water storage tank 500 Ltr. 2 Each.
98 98 Water storage tank 1000 Ltr. 1 No.
99 99 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). Size : 25mm dia 13.72 rmt (per running meter)
100 100 20mm dia Internal diameter pipe 27.43 rmt (per running meter)
101 101 15mm Internal diameter pipe 14.63 rmt (per running meter)
102 102 Providing and fixing gun metal gate valve with C.I. wheel of approved quality, (Screwed end) (DSR 18.17)\n20 mm dia 2 Each.
103 103 25mm dia metre 4 Each.
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