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Tender Value
₹56.0 L
EMD Value
₹42,500
Closing Date
7 Sept 2026, 5:30 pm
MR SE DURG 2 TAMAL LAL BHARTI(DFLT)
CE,DURG
Construction of Male, Female, CWSN Toilet, Borewell facility, Canteen/Cafeteria, Drinking water facilies, Parking facilities & Rain water Harvesting System for DIET College at Achhoti, Distt.-Durg
197766
NIT NO. 283/Durg(Durg)/2026
RESTRICTED TENDER
WORKS
PERCENTAGE
CE
Required Past Technical Experience: AS PER NIT
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
5 documents required · 5 mandatory
Public Works Department (PWD)
WORKS
MR SE DURG 2 TAMAL LAL BHARTI(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
CE,DURG
DURG,CIRCLE
DIVISION DURG
120
No
1
159491000
13102020
197766
7 Sep, 2026 5:30:00 PM IST
10 Sep, 2026 11:00:00 AM IST
19 Aug, 2026 7:00:00 PM IST
13082026
NIT NO. 283/Durg(Durg)/2026
Construction of Male, Female, CWSN Toilet, Borewell facility, Canteen/Cafeteria, Drinking water facilies, Parking facilities & Rain water Harvesting System for DIET College at Achhoti, Distt.-Durg
42500.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
5603000.00
2
9 Sep, 2026 5:30:00 PM IST
5603000
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
06
19d 1h 45m
W17471
5 documents required · 5 mandatory
₹0
₹42,500
19 Aug 2026
19 Aug 2026
10 Sept 2026
19 Aug 2026
9 Sept 2026
NIT Schedule For Construction of Male, Female, CWSN Toilet, Borewell facility, Canteen/Cafeteria, Drinking water facilies, Parking facilities & Rain water Harvesting System for DIET College at Achhoti, Distt.-Durg (C.G.)
P.A.C. Rs - 56.03 Lacs
S.No. Depart ment SOR Year S.O.R. Item Qtty. Rate Unit Amoumt
1 PWD Building 2015 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
PWD Building 2015 1.1.1 In all types of soil 373.43 185 Cum
2 PWD Building 2015 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). 858 7.2 Sqm
3 PWD Building 2015 1.6 Extra for every additional lift of 1.5 m or part thereof.
PWD Building 2015 1.6.1 All types of soil 21.88 26.5 Cum
4 PWD Building 2015 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
PWD Building 2015 3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 53.86 2970 Cum
5 PWD Building 2015 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M. 250.43 65 Cum
6 PWD Building 2015 1.18 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M. 453.78 371 Cum
7 PWD Building 2015 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
PWD Building 2015 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 156.05 4163 Cum
PWD Building 2015 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
PWD Building 2015 3.12.2 Thermo-Mechanically treated bars FE 500D 14950.060000000001 54.5 Kg
9 PWD Building 2015 2.1 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:
PWD Building 2015 2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. 448.07 139 Sqm
PWD Building 2015 2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like. 4.94 184 Sqm
PWD Building 2015 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape 186.88 297 Sqm
PWD Building 2015 2.1.8 Beams, lintels, cantilevers & walls 143.09 202 Sqm
PWD Building 2015 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 267.99 235 Sqm
PWD Building 2015 2.1.13 Weather shade, chhajja, Cornices and mouldings 19.81 294 Sqm
10 PWD Building 2015 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: 20.98 97.5 Sqm
11 PWD Building 2015 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including formwork. 1.1600000000000001 4237 Cum
12 PWD Building 2015 3.15 Applying a coat of hot bitumen 30/40 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 23.040000000000003 93.5 Sqm
13 PWD Building 2015 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:
PWD Building 2015 7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand) 13.99 3263 Cum
PWD Building 2015 7.5 +7.6 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) + Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: 67.23 3384 Cum
15 PWD Building 2015 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: 12.52 121 Cum
16 PWD Building 2015 7.11 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level:
PWD Building 2015 7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand) 60.309999999999995 382 Sqm
PWD Building 2015 7.12 Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level: 60.309999999999995 11 Sqm
18 PWD Building 2015 7.2 Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry. 60.309999999999995 62.5 Sqm
19 18 Building 2015 9.14 Providing and fixing steel door made of angle iron of suitable sizes with M.S. grill of approved pattern made of M.S. flats or square or round bars coat of red oxide zinc chromate primer. 537.6 79.5 Sqm
20 PWD Building 2015 9.17 Providing and fixing factory made ISI marks steel doors, windows and ventilators side/ top/ centre hung made up of standard rolled steel section conforming to IS 1038:1968 (viz. F7D, F4B, K11 and K12B etc.), jointsmitred and flash butt and sash bars tenoned and riveted/ welded with 10 cm long lugs of size 15x3mm embedded in cement concrete block15x10x10 cms of 1:3:6 (1 cement :3 Coarse sand: 6 graded stone aggregate 20 mm nominal size) or rawl plugs and screws or with boltsand nuts as required including providing and fixing of hinges, pivots,handles, pegs, stays, rolling devices, locking arrangements, spring catchetc., as required complete including applying a priming coat of red oxidezinc chromate primer. 77.4 88 Kg
21 PWD Building 2015 9.16 Providing and fixing M.S. frames of doors, windows, ventilators and cupboards joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of grade M-10 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
PWD Building 2015 9.16.2 Angle-iron frames 410.4 73.5 Kg
PWD Building 2015 9.18 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.
PWD Building 2015 9.18.4 Single rebate/ mullion 100mmx50mm size, 1.6mm thick sheet. 26 474 Sqm
PWD Building 2015 8.12 Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges
PWD Building 2015 8.12.2 35 mm. thick (single leaf) 10.5 2005 Sqm
PWD Building 2015 8.99 Providing and fixing M.S. bright finished or black enameled sliding door bolts with bolts, nuts and necessary iron screws:
PWD Building 2015 8.99.2 250 x 16 mm 38 72.5 Each
PWD Building 2015 8.102 Providing and fixing M.S. bright finished or black enameled Tower bolts (Barrel type) with necessary iron screws:
PWD Building 2015 8.102.1 250 mm 22 34.5 Each
PWD Building 2015 8.103 Providing and fixing M.S. bright finished or black enameled handles with necessary iron screws:
PWD Building 2015 8.103.1 125 mm 22 51 Each
PWD Building 2015 8.94 Providing and fixing M.S. bright finished or black enameled Butt hinges IS: 1341 marked with necessary iron screws:
PWD Building 2015 8.94.1 125x65x2.12mm 42 30 Each
PWD Building 2015 8.1 Providing and fixing M.S. bright finished or black enameled door latch with necessary iron screws:
PWD Building 2015 8.100.2 250x20x6mm 14 50.5 Each
PWD Building 2015 8.137 P-71 Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete.
PWD Building 2015 8.137.1 300mm 6 238 Each
PWD Building 2015 8.137.2 250mm 2 228 Each
30 PWD Building 2015 8.140 P-72 Providing and fixing stainless steel door handles having flap thickness 2.5mm, necessary stainless steel screws etc complete.
PWD Building 2015 8.140.2 125 mm 10 22.5 Each
PWD Building 2015 8.138 P-71 Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete.
PWD Building 2015 8.138.1 300mm 4 92.5 Each
PWD Building 2015 8.139 P-71 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete.
PWD Building 2015 8.139.1 250 x10mm 8 97 Each
PWD Building 2015 8.139.3 150 x10mm 4 57.5 Each
33 PWD Building 2015 8.143 Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete.
PWD Building 2015 8.143.2 Double 4 65 Each
PWD Building 2015 8.144 Providing and fixing stainless steel fixed stopper with necessary stainless steel screws complete.
PWD Building 2015 8.144.3 60 mm long 10 73.5 Each
PWD Building 2015 0.999_ Providing and fixing 30mm thick factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on either side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail &bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in theM.S. frame welded/ sealed to the styles & rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined togetherwith solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per Manufacturer’s specification including 3 nos ISI marked stainless steel hinges of size 100x58x1.9 mm complete. (for W.C. and bathroom door shutter).
PWD Building 2015 8.152.1 PVC door shutter 20.160000000000004 2318 Sqm
PWD Building 2015 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.
PWD Building 2015 9.3.2 Electric resistance or induction butt welded tubes Grade-300+B758:B767 3823.94 93.5 Kg
PWD Building 2015 10.12 Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 280.6 693 Sqm
38 PWD Building 2015 12.7 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.
PWD Building 2015 12.7.2 Size above 200x300mm 446.88 646 Sqm
PWD Building 2015 12.9 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.
PWD Building 2015 12.9.2 Size above 300x300mm 138.8 728 Sqm
PWD Building 2015 9.13 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. 277.2 75 Kg
41 PWD Building 2015 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats orsquare or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer. 261.9 67.5 Kg
42 PWD Building 2015 12.3 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement.
PWD Building 2015 12.3.2 50 mm thick 24 254 Sqm
PWD Building 2015 12.45 15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above)
PWD Building 2015 12.45.2 Granite stone black 7.56 2646 Sqm
PWD Building 2015 12.65 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm
PWD Building 2015 12.65.2 Pigment Coloured (rubber mould) precast interlock concrete blocks 312 632 Sqm
PWD Building 2015 12.74 Providing and laying rectified ceramic glazed floor tiles of 1st class quality confirming to IS : 15622-2017 of approved make, in all colours, shades over 20 mm thick bed of Cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 Kg per SqM including pointing the joints with white cement mixed with matching pigment etc., complete.
PWD Building 2015 12.74.3 Size 600x600mm thickness 7 to 8 mm 61.19 897 Sqm
46 PWD Building 2015 11.2 12mm thick cement plaster of mix:
PWD Building 2015 11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) 918.92 91.5 Sqm
PWD Building 2015 11.3 15mm thick cement plaster on the rough side of single or half brick wall of mix:
PWD Building 2015 11.3.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) 1166.8 107 Sqm
PWD Building 2015 11.1 6mm thick cement plaster of mix:
PWD Building 2015 11.1.1 In Cement mortar 1:3 (1 cement : 4 fine sand) 346.65200000000004 93 Sqm
PWD Building 2015 14.59 Providing and applying polymeric cement primer on all surface applied @ 0.80litrs/10 sqm as pe relevant IS code 15489:1974 (product such as Birla white prime coat/activcoat, Asian trucare, Dulux interior cement primer, Opus Calista/110) with all tools tackles and labour etc. complete for the work. 2264.782 29 Sqm
50 PWD Building 2015 11.33 Moulded mortar band in cement mortar 1:4 (1 cement : 4 fine sand) per cm width:
PWD Building 2015 11.33.1 12 mm thick 87 4.2 Mtr
PWD Building 2015 13.25 Providing and fixing one side polished 25 mm thick RAJIM SAND STONE shelves fixed in walls in cement mortar 1:3 (1 cement : 3 coarse sand) including finishing complete. 4.32 414 Sqm
52 PWD Building 2015 9.21 Providing and fixing float glass panes with steel glazing clips and special metal sash putty of approved make in steel doors, windows, ventilators:
PWD Building 2015 9.21.2 5mm thick 1.08 631 Sqm
PWD Building 2015 14.54 Providing and applying plaster of paris putty over plastered wall surface including scaffolding complete
PWD Building 2015 14.54.1 Upto 2 mm thickness to make surface even and smooth in line and level. 673.15 82 Sqm
PWD Building 2015 14.63 Providing and applying Economy Plastic emulsion paint with roller application minimum three coats applied @1.25 lit/10 Sqm upto final finish as per relevant IS Code 15489:2013 Type -1 Class D & C(Glossy & Semi Glossy Finish) of required shed (product such as Tractor emulsion, Dulux Promise, Nerolac Beauty Silver, Berger bison/breeze, Opus 130/Style Paint) inclusive of providing abro tape on edge and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour complete for the work. ( With 2 yearwarranty) 1207.97 74 Sqm
55 PWD Building 2015 14.67 Providing and applying on exterior surface with ECONOMY Exterior Emulsion paint of required shades to give protective and water proof finish minimum three coats applied @1.43 lit/10 Sqm upto final finish as per relevant IS Code 15489:2013 Type -2 Class D & C (Glossy & Semi Glossy Finish) (Product such as Asian ACE , Dulux Promise exterior, Berger wall Masta, Nerolac Suraksha Plus, Nippon Shogun Opus, One Style Power Bright) inclusive of providing abro tape on edge and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour complete for the work. ( With 2 yearwarranty) 1166.8 70 Sqm
56 PWD Building 2015 9.23 Providing and fixing frosted glass panes with steel glazing clips and special metal sash putty of approved make in steel doors, windows,ventilators:
PWD Building 2015 9.23.2 5 mm thick 6.119999999999999 717 Sqm
PWD Building 2015 14.72 Providing and applying Glossy Finish enamel paint minimum 2 coats in all surface applying @0.75 lit/10 Sqm upto final finish as per relevant IS Code 2932:2013 of (Product such as Asian Apcolite Premium Enamel, Dulux Promise Premium Enamel, Nerolac Synthetic Enamel, Opus Prime Enamel) inclusive of providing abro tape on edge and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour complete for the work. 227.10000000000002 120 Sqm
58 PWD Building 2015 18.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ),100mm sand cast Iron P or S trap, 10 litre low level P.V.C. flushing cistern (same colour) conforming to IS : 7231, with flush bend and other fittings and fixtures complete including cutting and making good the walls and floors wherever required :
PWD Building 2015 18.1.3 White Orissa pattern W.C. pan of size 580x440 mm 6 2899 Each
PWD Building 2015 18.4 Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
PWD Building 2015 18.4.1 White pedestal type 8 2882 Each
PWD Building 2015 18.76 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS :13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.
PWD Building 2015 18.76.1 75 mm dia pipe. 306 182 Mtr
PWD Building 2015 18.76.2 110 mm dia pipe. 150 267 Mtr
61 PWD Building 2015 18.77 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
PWD Building 2015 18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90°
PWD Building 2015 18.77.1.2 110 mm 34 154 Each
PWD Building 2015 18.77.4 Access door cap
PWD Building 2015 18.77.4.2 110 mm 16 59 Each
PWD Building 2015 18.77.5 P trap 110mmx110mm long 14 227 Each
PWD Building 2015 18.77.3 Vent covel
PWD Building 2015 18.77.3.2 110 mm 6 44 Each
PWD Building 2015 18.77.6 Nahani trap 110x75mm 18 90.5 Each
62 PWD Building 2015 19.7 Providing and fixing on wall surface G.I. pipes medium class complete with G.I. fittings and clamps, including cutting, making good the walls etc. and testing of joints complete:
PWD Building 2015 19.7.1 15 mm dia nominal bore 135 149 Mtr
PWD Building 2015 19.9 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete:
PWD Building 2015 19.9.1 15 mm dia nominal bore 145 131 Mtr
PWD Building 2015 19.9.3 25 mm dia. nominal bore 240 222 Mtr
64 PWD Building 2015 0.00_ Making connection of G.I. distribution branch in G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: (dia of main line to be measured)
PWD Building 2015 19.10.1 25 mm nominal bore 22 200 Each
PWD Building 2015 19.11 Providing and fixing G.I. Union in G.I. pipe (New work) including cutting and threading the pipe and making long screws etc. complete:
PWD Building 2015 19.11.1 15 mm nominal bore 24 85 Each
PWD Building 2015 19.11.3 25 mm nominal bore 21 117 Each
66 PWD Building 2015 19.14 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required:
PWD Building 2015 19.14.1 Bib cock (450gms) 28 382 Each
PWD Building 2015 19.14.6 Stop cock (concealed) (600 grams) 26 494 Each
67 PWD Building 2015 19.15 Providing and fixing stainless steel drain jali of approved make/quality. 18 51 Each
68 PWD Building 2015 19.16 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):
PWD Building 2015 19.16.1 25 mm nominal bore 14 436 Each
PWD Building 2015 19.17 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
PWD Building 2015 19.17.3 25 mm nominal bore 13 432 Each
PWD Building 2015 19.19 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
PWD Building 2015 19.19.1 25 mm nominal bore 2 451 Each
PWD Building 2015 19.43 Cutting holes more than 20x20 cm and upto 30x30 cm in walls including making good the same : 94 125 Each
72 PWD Building 2015 19.47 Constructing masonry Chamber 30x30x50 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design : 24 754 Each
73 PWD Building 2015 19.45 Making chases upto 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 376 46 Each
74 PWD Building 2015 19.48 Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 12 4644 Each
75 PWD Building 2015 19.49 Constructing masonry Chamber 90x90x100 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 8 8013 Each
76 PWD Building 2015 20.11 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design:
PWD Building 2015 20.11.1 With 20x20 mm square bar 4 168 Each
PWD Building 2015 20.28 Providing and constructing brick masonry chamber for underground pipe and and bends with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :
PWD Building 2015 20.28.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line : 6 3796 Each
PWD Building 2015 20.28.2 Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : 6 4357 Each
78 PWD Building 2015 20.31 Providing and constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. 10 1709 Each
79 PWD Building 2015 18.16 Providing and fixing one piece construction white vitreous china squatting plate urinal with an integral rim longitudinal flushing pipe. 8 1401 Each
80 PWD Building 2015 18.13 Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete:
81 PWD Building 2015 18.13.3 Wall corner type urinal of sizes 340x410x265mm 4 1659 Each
82 PWD Building 2015 18.17 Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required :
PWD Building 2015 18.17.5 White Oval or round size 550x400mm. 12 1605 Each
PWD Building 2015 20.1 Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
PWD Building 2015 20.1.1 100 mm diameter 32 162 Mtr
PWD Building 2015 20.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete 150mm thick as per standard design:
PWD Building 2015 20.2.1 100 mm diameter S.W. pipe 47 357 Mtr
PWD Building 2015 21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable) 4 1502 Point
86 PWD Building 2015 21.1 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level.
PWD Building 2015 21.1.1 All types of soil
PWD Building 2015 21.1.1.3 150 mm dia. 40 339 Mtr.
87 PWD Building 2015 21.2 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge beyond 90 metre & upto 150 metre depth below ground level.
PWD Building 2015 21.2.1 All types of soil
PWD Building 2015 21.2.1.4 150 mm dia. 140 371 Mtr.
PWD Building 2015 21.2.2 Rocky strata including Boulders.
PWD Building 2015 21.2.2.3 150 mm dia. 80 424 Mtr.
88 PWD Building 2015 21.6 Supplying, assembling, lowering and fixing in vertical position in bore well, slotted casing pipe made from ISI marked G.I. pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (having slot of size 1.6/3.2 mm), of reputed and approved make, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in- charge.
PWD Building 2015 21.6.3 150 mm nominal dia 260 1317 Mtr.
PWD Building 2015 21.9 Gravel packing in tube well 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. 0.96 1048 Cum
90 PWD Building 2015 21.11 P-200 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:
PWD Building 2015 21.11.3 150 mm dia 4 217 Each
PWD Building 2015 21.12 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
PWD Building 2015 21.12.3 150 mm clamp. 4 1055 Each
PWD Building 2015 21.13 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I).
PWD Building 2015 21.13.3 150 mm dia 4 171 Each
PWD Building 2015 21.14 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately).
94 PWD Building 2015 21.14.2 Gravels of size range 5 mm to 10 mm, over the existing layer of boulders 56.24 806 Cum
95 PWD Building 2015 21.18 Providing and fixing filter of minimum 100 litre capacity for roof top rain water harvesting through tube well consisting of two layered HDPE tank with five layers (each layers of minimum 100 mm) consist of coarse sand, 4mm, 6mm, 8mm & 12 mm gravels with stainless steel wire mesh fixed between each layer with uitable length and sufficient numbers of 110 mm dia PVC pipe pieces in the bottom of tank to support the above layer including fixing of inlet and out let P.V.C. pipe of required diameter upto 2 metre length on each side, Cement Concrete plateform of required size complete as directed by Engineer in charge. (excluding cost of tubewell and inlet and outlet pipe beyond 2 metre) 6000 18.5 Litr
96 PWD Building 2015 21.19 Providing and fixing 80-100 mm dia PVC ball valve for inlet/ outlet of rain water harvesting pipe and filter. 6 644 Each
Sub - Engineer Sub-Divisional Officer Executive Engineer
Sub Dn.-3,Durg P.W.D. Sub Dn.3 Durg P.W.D. Division, Durg
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