Rural Development Department Tender
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Costs
EMD
₹ 50,550Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_107331_3Tender No
OnlineTender/05/SERWDG-I/24-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
Providing Cement concrete (1:2:4) in foundation upto a required depth below ground level and upto a required height above ground level/bed level using with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with additional charges, DMF 10% & EMF 5% over royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge
4.15
7757
32194.5
Fly Ash brick Masonary in cement morta (1:6) in foundation/superstructure using fly ash brick of 23cmx11cmx8cm size bricks having crushing strength in between 75 kg to 100kg per sq .cm with diamantion tolerance + 8% including splays cutting circular moulding chamfering & corbelling watering and curing for 7days after immersing the bricks in water for six hours before use etc.complete including cost, conveyance, royalties DMF (10% over Royality),EMF(5% over Royality)& Addl.charges & all type of taxes of all materials & labour, T&P required for the work etc. complete as per specification direction of the E.I.C.
-
-
-
Foundation
9.53
5635
53707.65
Ground Floor
67.95
5673
385546.26
First Floor
38.4
6044
232118.09
Head Room
11.33
6471
73318.02
Random rubble hard granite stone masonry in cement mortar (1:6) in foundation and plinth with hard black broken granite stone of approved size and quality and from approved quarry including splays cutting circular moulding and similar such type of work with necessary projections, chamfering and corbelling watering and curing etc, complete including cost and conveyance of all materials with all taxes and additional charges, DMF 10% & EMF 5% over royalty and labour with T&P required for the work with cess etc, complete as per the direction of Engineer-In-Charge.
53.4
4838
258370.56
RCC of design mix of M-250 grade of controlled qulity having cube strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves, fan hooks wherever necessary including cost, conveyance royalties, DMF (10% over Royality),EMF(5% over Royality)& Addl.charges Cess and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
-
-
-
Column Base Footing
14.89
7083
105479.42
Column Super Structure
-
-
-
Ground Floor
2.8
16222
45422.41
First Floor
2.7
18243
49258.23
Head Room
0.98
20645
20232.69
Plinth Band
5.98
7949
47538.19
Lintel Band
-
-
-
Ground Floor
2.6
14690
38194.78
First Floor
2.38
16405
39044.71
Head Room
0.4
18439
7375.8
Chajja & Fins
-
-
-
Ground Floor
13.39
1266
16952.41
First Floor
12.02
1439
17305.8
Beam
-
-
-
Ground Floor
4.45
16222
72189.19
First Floor
4.15
18243
75711.73
Head Room
0.8
20645
16516.48
Staircase
-
-
-
Ground Floor
1.78
16099
28656.54
First Floor
1.79
18095
32391.8
Roof Slab
-
-
-
Ground Floor
13.06
14255
186181.01
First Floor
10.69
15883
169799.72
Head Room
1.27
17813
22623.55
Supply of HYSD bars confirming to approved grade cutting bending , binding, lapping, splicing, welding etc. (conforming to ISI specification ) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance, Cess of tor steel & binding wires of 18 to 20 gauge ( as approved by the Deptt. ) etc. complete (Weight of binding wire shall not be considered for payment at all which will be bome by the contractor (standard CO-efficient of different size of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC - 21/1987) as per direction of the Engineer in charge.
-
-
-
Ground Floor
42.16
8666
365387.65
First Floor
22.56
8699
196259.59
Head Room
3.7
8732
32309.73
Providing 2.5cm thick grading concrete (1:2:2) on roof slab using 6mm size hard broken granite chips with chicken mesh including cost, conveyance, additional charges, DMF 10% & EMF 5% over royalty of all materials taxes of all T&P with cess etc, required for the work etc complete in all respect as directed by Engineer-in-charge.
-
-
-
Ground Floor
104.47
390
40765.24
First Floor
85.52
429
36692.36
Head Room
12.68
473
6006.64
20mm (3/4") thick grading plaster with cement mortar (1:6) over roof slab chipping and chiseling the same and cleaning surface by wire brushing laid to proper slope finished smooth finished smooth to recieve tarfelt tratment watering and curing with cost and conveyance of all materials and labour, cess with T&P required for the work with all taxes and royalities DMF (10% over Royality),EMF(5% over Royality)& Addl.charges ,etc completed in all respect in all floors as per direction of the Engineer-in-Charge
61.71
287
17733.6
12mm (1/2”) thick cement plaster (1:6) finished smooth to out side brick walls after cracking out of the joint including, watering and curing with cost and conveyance of all materials and labour, cess with T&P required for the work with all taxes and royalties DMF (10% over Royality),EMF(5% over Royality)& Addl.charges , etc. complete in all respect in all floors as per direction of the Engineer in charge.
-
-
-
Ground Floor
127.71
189
24147.41
First Floor
115.27
196
22661.56
Head Room
85.81
204
17549
16mm (5/8") thick cement plaster (1:6) finished smooth to inside surface of bricks walls/ stone masonary after racking out joints including watering and curing with cost and conveyance of all materials and labour, cess with T&P required for the work with all taxes and royalities royalties DMF (10% over Royality),EMF(5% over Royality)& Addl.charges ,etc completed in all respect in all floors as per direction of the Engineer-in-Charge
-
-
-
Ground Floor
347.82
274
95563.54
First Floor
296.78
281
83571.47
Head Room
25.1
288
7245.12
6mm thick cement plaster in cement mortar (1:4) to ceilling of roof lintel and chajjas after chipping and chiselling the same and clearing the surface by wire brush finished smooth watering and curing for 7 days including cost,conveyance of all materials and labour with T&P & Cess required for the work with taxes and royality etc complete in all respects in all floors as per direction of Engineer-in-Charge.
-
-
-
Ground Floor
78.19
210
16424.59
First Floor
62.45
215
13449.86
Head Room
7.14
220
1576.73
Supplying,Providing, fitting and fixing of vitrified tile(ivory) in floors of size (600 x 600mm) of approved make confirming to IS:13755 with application of polymer modified quick set cement based water resistant adhesive confirming IS:15477 of 3mm thick bed and filling joints with white cement of approved quality including cost, conveyance, royalties,DMF (10% over Royality),EMF(5% over Royality)& Addl.charges ,taxes of all materials & labour T&P and cess required for the work etc, complete in all respect as directed by Engineer-In-Charge.
-
-
-
Ground Floor
78.2
1155
90361.66
First Floor
57.21
1168
66863.04
Head Room
6.83
1169
7985.36
Providing and fixing Chequred tiles in floors, treads of on 25mm thick bed of cement mortar (1:1) joined with neat cement slurry mixed with pigment to match the shade of tiles including rubbing, polishing including cost of tiles, conveyance,& labour, DMF (10% over Royality),EMF(5% over Royality)& Addl.charges T&P and Cess etc. complete in all respect as per specification and direction of the Engineer-in-charge
-
-
-
Ground Floor
38.04
695
26444.65
First Floor
11.98
708
8485.7
Providing 20 cm X 30 cm ceramic wall tiles fixing in dadoos skriting and rises of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including polishing complete including cost of pre cast tiles watering & curing for 7 days with cost conveyance royalty and taxes of all materials & labour DMF (10% over Royality),EMF(5% over Royality)& Addl.charges T&P with cess required for the work etc, complete in all respect and surface finishing with polishing materials as directed by the Engineer-in-charge.
-
-
-
Ground Floor
75.11
1001
75244.45
First Floor
20.13
1021
20566.17
priming one coat with water bound wall cement primer (outside) any approved primer over finished wall surface of approved primer including cost of primer in all respect with cost, conveyance and taxes of all materials and labour with T&P and CESS required for the work etc. complete as per direction of the Engineer-in-charge.
-
-
-
Ground Floor
540.32
79
42841.97
First Floor
454.37
81
36926.65
Head Room
118.05
83
9833.56
Finishing wall surface of walls with cement based wall putty one coat (Water based) of approved make and finished smooth and even surface to receive painting including cost conveyance and taxes of all materials and labour with T&P and Cess required for the work etc, complete in all respect as per the direction of Engineer-in-Charge.
-
-
-
Ground Floor
350.9
91
32072.26
First Floor
339.1
91
30993.74
Head Room
32.24
91
2946.74
Wall painting two coats with plastic Emulsion paint of approved quality & shade on new work to give an even shade with brush to interior walls surface after cleaning the surface including cost of plastic emulsion paint with cost, conveyance and taxes of all materials and labour with T&P required for the work with CESS etc complete as per direction of Engineer-in-Charge.
-
-
-
Ground Floor
350.9
102
36083.05
First Floor
339.1
104
35585.15
Head Room
32.24
107
3454.52
Wall painting two coats with weather paint of approved shade on wall surface to give an even shade over a coat of primer including cost of brushes and putty including cost of paint scrapping, cleaing rubbing scaffloding with cost conveyance and taxes of all materials and labour with T&P and Cess required for the work etc, complete in all respect as per the direction of Engineer-in-Charge.
-
-
-
Ground Floor
189.42
95
18174.85
First Floor
115.27
99
11470.52
Head Room
85.81
101
8731.17
M.S. Panelled Door double leaved shutter with M.S. Frame. Overall size including frame 1980mm Height x 1070mm Width made out of the following materials conforming to relevant Indian Standard specifucations. Frame:-35x35x6mm M.S. angle Shutter style:- Top & Bottom rail 25x25x3mm M.S. Angle. Door panel :- 1.0mm C.R. Sheet. Panel stiffener covering width of each leaf :- 19x5mm M.S. Flat 3 nos. on each leaf. Hinges size:- 100mm - 6 nos. (3 nos. on each side) bought out as per ISS. Hold fast:- 35x35x6mm M.S. angle 175 mm length bifurcated at the tip 3 nos. on each side Handle:- 19x5mm M.S. Flat fabricated - 4 nos. Aldrop:- 2 nos. bought out as per ISS. Tower bolt : 2 nos. but out as per ISS as per direction of the Engineer-in-charge.
Approximate weight:- 54 kg.
-
-
-
Ground Floor
153.6
69
10675.2
First Floor
549.2
69
38169.4
Head Room
76.4
69
5309.8
M.S. Panelled Door single leaved shutter with M.S. Frame. Overall size including frame 1830mm Height x 910mm Width made out of the following materials conforming to relevant ISS Frame:- 30x30x5mm M.S. Angle Shutter style:- Top & Bottom rail 25x25x3mm M.S. Angle. Door panel :- 1.0mm C.R. Sheet. Panel stiffener covering width of leaf :- 19x5mm M.S. Flat 3 nos. Hinges size:- 100mm - 3 nos. bought out as per ISS. Hold fast:- 30x30x5mm M.S. angle 150 mm length bifurcated at the tip 3 nos. on each side Handle:- 19x5mm M.S. Flat fabricated - 2 nos. Aldrop:- 2 nos. bought out as per ISS. Tower bolt : 2 nos. bought out as per ISS as per direction of the Engineer-in-charge.
Approximate weight:- 36.5 kg.
-
-
-
Ground Floor
192
76
14592
First Floor
128
76
9728
M.S. Panelled Window double leaved shutter with M.S. Frame & Grill. Overall size including frame 1220mm Height x 910mm Width made out of the following materials conforming to relevant ISS Frame:- 35x35x6mm M.S. Angle Shutter style:- Top & Bottom rail 25x25x3mm M.S. Angle. Window panel :- 1.0mm C.R. Sheet. Panel stiffener covering width of each leaf :- 19x5mm M.S. Flat 2 nos. on each leaf Hinges size:- 100mm - 4 nos. (2 nos. on each side) bought out as per ISS. Hold fast:- 35x35x6mm M.S. angle 100 mm length bifurcated at the tip 2 nos. on each side Handle:- 19x5mm M.S. Flat fabricated - 2 nos(inside). Tower bolt: 4 nos. bought out as per ISS. Horizontal Grills:- 12mm M.S. Round at 100mm spacing as per direction of the Engineer-in-charge.
Approximate weight:- 39 kg.
-
-
-
Ground Floor
49.2
67
3311.16
First Floor(With Grill)
98.8
67
6649.24
M.S. Window Grill, made out of M.S. Flat conforming to IS: 2062/2006, painted with Red oxide primer, as per the design approved by the purchaser as per direction of the Engineer-in-charge.
-
-
-
Ground Floor
564
57
32148
First Floor
471.6
57
26881.2
Head Room
118.4
57
6748.8
Labour for fitting & fixing M.S. Window Grills including cost of screws complete as per direction of the Engineer-in-charge.
-
-
-
Ground Floor
18.8
16
307.94
First Floor(With Grill)
15.72
16
257.49
Head Room
1.4
16
22.93
Labour for fitting & fixing doors as per approved design including cost of all materials complete as per direction of the Engineer-in-charge.
-
-
-
Ground Floor
9.87
94
930.25
First Floor(With Grill)
19.4
94
1828.45
Head Room
1.91
94
180.02
Supplying, fitting and fixing of openable UPVC doors with door frame of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures as per direction of the Engineer-in-charge.
-
-
-
Ground Floor
14.4
8768
126272.74
Supplying, fitting and fixing of two track UPVC sliding window of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures as per direction of the Engineer-in-charge.
-
-
-
Ground Floor
9.87
5010
49454.33
First Floor
7.96
5010
39884.14
Providing fitting and fixing up partition walling OEL aluminum anodized section No. 9210 and 9207 as single groove and double groove respectively as horizontal and vertical memer and OEL section 4660 as Tapered clip for fixing up 12mm thick prelaminated board (Nova pan Make) and jointing angle No. 1855 including cost of materials all labour with T&P & Cess required for the work etc complete as per direction of Engineer-in-Charge.
-
-
-
Ground Floor
0.93
4740
4408.28
First Floor
1.86
4740
8816.57
Head Room
1.4
4740
6636.13
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-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
-
-
-
Ground Floor
16.67
3589
59838.63
First Floor
6
3589
21537.6
Priming one coat with any approved primer over iron work including cost of primer with sand papering, polishing the surface in all respect with cost, conveyance and taxes of all materials and labour with T&P and CESS required for the work etc. complete in all respect as per direction of Engineer-in-Charge.
-
-
-
Ground Floor
32.23
73
2372.13
First Floor
51.49
75
3882.86
Head Room
5
77
387.2
Painting 2 coat with any approved synthetic enamel paint over a coat of primer with brush to wood/iron work including cost, conveyance, taxes of all materials required for the work with all labour, T&P, Cess etc complete in all respect as per specification and direction of Engineer-in-Charge
-
-
-
Ground Floor
32.23
182
5865.86
First Floor
51.49
189
9743.97
Head Room
5
197
986.95
PH Works
-
-
-
Earthwork in all kinds of soil in excavation of foundation trenches within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth etc all complete as per direction of the E.I.C. Initial lift upto 1.5 mtr
6.82
293
1998.26
From 1.5 mtr to 3.0 mtr depth
2.27
314
715.01
Supplying all materials, labour, T&P and filling in foundation and plinth with river sand well watered and rammed including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per the direction of the E.I.C.
0.68
1386
944.14
Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 40mm H.G metal including watering, curing and conveyance of all materials to site payment of royalry, taxes etc all complete as per P.H specification and direction of the E.I.C.
0.68
6452
4394.22
Supplying all materials, labour, T&P and providing plain cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
0.5
8706
4353.15
Supplying all materials,labour, T&P and providing Brick work with K.B.Brick having crushing strength not less than 75 Kg/CM2 with dimensional tolerence of +/- 8% in C.M including watering, curring, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. In Foundation and Plinth in C:M (1:4)
3
6475
19406.47
In Foundation and Plinth in C:M (1:6)
0.1
6258
600.85
Supplying all materials, labour, T&P and providing cement plaster on brick/stone work including watering,curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. 12 mm thick C.P in C:M (1:3)
8.91
220
1959.1
12 mm thick C.P in C:M (1:3)
0.96
220
211.2
Supplying all materials, labour, T&P and providing cement punning on plastered surface including watering,curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. Same as item 20mm C.P in 1:3 =
8.91
40
361.54
Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for RCC work including false work and dismantling then after casting including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
1.87
755
1408.83
Supplying all materials, labour, T&P and providing M.S.reinforcements for RCC work including cutting, bending, binding, straightening and tying the grills and placing in position including cost of binding wire 18 to 20 gauge conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
0.22
9403
2068.68
Supplying all materials, labour, T&P and providing Reinforced cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
0.25
8706
2176.58
Supplying all materials, labour, T&P and making M.S. Step Iron in 8mm Dia M.S Steel bars and fixing into walls of Manhole/ Septic Tanks duly embeded in C.C(1:2:4) etc all complete as per P.H specification and direction of the E.I.C.
5
173
868
Supplying all materials, labour, T&P and providing 50mm thick pre-cast R.C.C. baffle wall in R.C.C(1:1.5:3) including reinforcement cage using 12mm size HG chips fitted and fixed in position, finished smooth etc. complete including cutting grooves and mending good the damages etc all complete as per P.H specification and direction of the E.I.C.
0.45
1056
475.43
Supplying all materials, labour, T&P and providing 160mm dia P.V.C Tee inside the septic tank including cutting holes and duly embeded in P.C.C(1:1.5:3) using 12mm size HG chips fitted and fixed in position and mending good the damages etc all complete as per P.H specification and direction of the E.I.C.
2
909
1819.6
Supplying all materials, labour,T&P and providing 12mm thick cement flush pointing in C:M (1:3) to Brick Masonry works including watering curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
12.57
197
2481.32
Supplying all materials, labour,T&P and filling Foundation and Plinth with excavated earth including watering, ramming etc all complete as per direction of the E.I.C.
2.2
164
361.75
Supplying all materials, labour, T&P and fixing porcelain glazed tiles in floors, on 25mm thick bed of cement mortar 1:1 joined with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. all complete as per specification and direction of the E.I.C.G.F- Toillet
12.8
1329
17012.48
F.F
10.52
1358
14290.37
Water supply/supplying all materials, labour, T&P and cutting holes through existing brick/stone masonry walls for taking GI/PVC pipes and fittings including making good the damages in cement mortar (1:4) etc. all complete as per P.H. specification and direction of E.I.C. R.C.C Roof/Chaja
6
148
888.6
Cutting hole(250 mm wall)
4
249
997.2
Cutting hole(375 mm wall)
3
317
951.3
Supplying all materials, labour, T&P and Fitting and Fixing of Rotational moulded polythene cylindrical vertical water storage tank conforming to 15701/1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jamnuts, including hoisting upto a height of 5 mtr above G.Land placing the tank in required position including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. 1000 lits capacity on the roof of FF
1
15432
15432.4
Supplying all materials, labour, T&P and construction of masonry staging with providing 1st class K.B. Brick work in C.M.(1:6) of 0.46mtr height in staging, 12 mm cement plaster in C.M (1:6), R.C.C. Beam of 0.25mx0.30mx2.60m & roof slab of 1.40mx1.40m in C.C (1:1.5:3) using 12mm size H.G.Chips including centering, shuttering, bending and binding of rod etc watering, curring, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. 1000 lits capacity on the roof of FF
1
19043
19043.6
Supplying all materials, labour, T&P and providing and fixing to wall or ceiling or floor G.I./PVC pipes and pipe fittings of the following nominal bore with clamps including making good the wall, ceiling,and floor, testing all complete as per specification and the direction of the E.I.C. 20mm dia CPVC pipes Internal
15
303
4545
25mm dia CPVC pipes External
25
372
9310
Supplying all materials, labour, T&P and fitting and fixing Brass/CP fittings(Amber/plaza) of the following nominal bore with supply of all jointing materials etc. all complete as per specification and the direction of the E.I.C. 15mm dia CP Bib Cock SB
2
914
1828
15mm dia CP Bib Cock LB
1
988
988.1
15mm dia CP Pillar Cock Elbow Action
2
1101
2202.2
15mm dia CP Two way Bib Cock
4
1306
5226.8
15mm dia CP Health faucet
4
834
3338.4
15mm dia CP Pillar Cock
5
901
4505
15mm dia CP Angle Stop Cock
10
935
9352
15mm dia CP Concealed Stop Cock
5
1130
5654.5
15mm dia CP Flange
11
52
572.77
15 mm C.P Extension piece 50 mm long
10
76
766
25mm dia Brass Full Way Valve
2
1380
2761
Supplying all materials, labour T&P and fitting and fixing of C.P Shower(Parryware,Hindware) with 15mm or 20mm inlet with C.P Shower arm including polishing etc all complete as per specification and direction of the E.I.C 15 mm x 150mm dia C.P Shower with arm
5
707
3536.5
Supplying all materials, labour T&P and fitting & fixing 10 Litres capacity low level cistern with a pair of cast iron of m.s. brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float, c.p. brass handle, unions and couplings for connection with inlet, outlet and overflow pipe. 32 mm C.P flush bend 15mm PVC inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connecting inlet pipe with supply main etc. all complete as per specification and direction of E.I.C (Cerra/ Parry ware/ Hindware)
5
1805
9025.5
SanitaryInstalation/Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing etc all complete as per P.H specification and direction of the E.I.C. 110mm diameter U-PVC SWR pipes
14
398
5584.6
110mm U-PVC SWR P-trap
1
381
381.1
110mm U-PVC SWR Single junction door
4
353
1414.4
110mm U-PVC SWR door bend
4
251
1004.4
110mm U-PVC SWR Offset
2
477
955.4
110mm U-PVC SWR vent cowl
4
84
339.6
75 mm diameter U-PVC SWR pipes
9
243
2194.2
75mm U-PVC SWR Door bend
4
144
576
75mm dia U-PVC Plain Tee
4
176
704
75mm U-PVC Plain Bend
3
105
315.3
125 mm dia C.P Grating
7
94
661.5
Supplying all materials, labour, T&P and fixing water closet, squatting pan (Indian type W.C pan/Orissa pattern squatting pan) duly embedded in cement concrete (1:5:10) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x30mm footrest etc all complete as per specification and direction of the E.I.C.580mm size Orissa pan(Hindware,Parryware)
1
3296
3296.8
Supplying all materials, labour, T&P and fixing wash down water closet(E.W.C) with integral 'S' or 'P' trap to the floor with wooden plug and C.P screw including jointing the trap with soil waste pipe in C.M(1:1) etc all complete as per specification and direction of the E.I.C.
4
2808
11233.6
Supplying all materials, labour, T&P and fixing of plastic seat cover for E.W.C with chromium plated brass hinges and rubber buffer etc all complete as per specification and direction of the E.I.C.
4
751
3006.4
Supplying all materials, labour T&P and fixing wash basins(Hindware,Parryware) with C.I. or M.S.brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing 32mm dia CP brass waste, etc all complete as per specification and direction of the E.I.C. WHB 500mm x 400 mm
6
2783
16698
Supplying all materials, labour, T&P and fixing Glass Mirror 600mmx450mm size B.E mirror (fixed type) complete as per specification and direction of the E.I.C.
6
904
5425.2
Supplying all materials,labour, T&P and fixing standard sized CP towel rail complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the E.I.C 20mmx450mm long CP towel rail
5
1056
5281.5
CP towel ring
6
546
3280.8
Supplying all materials, labour, T&P and fixing CP soap holder complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the E.I.C
15
348
5233.5
Supplying all materials, labour, T&P and fixing wash kitchen sink/laboratory sink with C.I/M.S brackets paintedwhite including holes in walls and making good the damages etc all complete as per specification and direction of the E.I.C. 550x450x250 mm porcelain Sink
2
3680
7360.2
Supplying all materials, labour, T&P and constructing Gully Trap chamber of the following inside size with 8 cm thick precast cover slab in CC (1:2:4) mix using 12 mm size H.G chips, foundation concrete (1:4:8) using 40 mm size HG metal on bed and around trap , !st class KB Brick work in CM (1:6) in F & P and inside 12 mm thick cement plaster (1:3) finished with a floating coat of neat cement including fixing 100mmx100mm size HCI gully trap 150mmx150mm size C.I grating etc. all completed as per approved drawing, specification and direction of E.I.C.
2
2042
4085
Supplying all materials, labour, T&P and constructing Inspection Chamber of the following sizes with cement concrete (1:3:6) using 40 mm size HG metal on bed, 1st class KB Brick work in CM (1:6) moulding and shaping the channel inside and benching with C:C (1:1.5:3) using 12 mm size H.G chips, 12 mm thick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside, RCC cover slab in C.C(1:1.5:3) using 12 mm size H.G chips with RCC man hole cover, etc. all complete as per approved specification and direction of E.I.C Inside size 760mm x 760mm x 460mm
2
10609
21218.6
Supplying all materials, labour, T&P and constructing soakway pit of the following size with precast R.C.C rings joined loose gravel backing in the rear of well steining, RCC cover slab in CC (1:1.5:3) using 12mm HG chips, fitted with iron lifting handles including earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per approved specification and direction of the E.I.C. 0.90m diax 2.0 m deep soakway pit
4
3825
15303.6
Supplying all materials, labour, T&P and laying in trenches U-PVC SWR/4kg/cm2 soil waste ventilating pipes for sewer line of following dia in trenches (to slope or level)and jointing with supply of approved solvent cement by non-heat application method C.C (1:3:6) using 40mm size hard granite metal on bed of the trenches and all round concrete encashing with C:C (1:4:8) using 40 mm size H.G. metal, etc. all complete as per approved drawing, specification and direction of the E.I.C.
1
2804
2804
Factory made FRP(alternately called GRP) door frame of size 75mmx100mm fabricated using E-glass Chopped Strand Mat (CSM) U.V stabilised Inopthalic Gelcoat and impregnated with Inopthalic resin. The thickness of the GRP skins shall not be less than 2.00mm. The door frame consist of four segments which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screw. The GRP frame shall be provided with wooden reinforcement on six locations for high screw holding capacity for for fixing metallic hold fast and shall be consolidated by filling with medium density foam/plaster of paris with fibre reinforcement, Six numbers of 260mm x 25mm x 5mm size 'S' shaped M.S flat hold fast shall be provided with the frame. The material and process for manufacturing the door frames shall conform to RV-TIFAC composites Design Centre's standards and specifications. The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigments complete in all respect as per specification and direction of the E.I.C
23.75
551
13102.88
Factory made single leaf rigid FRP(alternately called GRP) sandwich composite door shutter of 32mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised Isopthalic Gelcoat and one layer of 450 gsm E-glass Chopped Strand Mat (CSM) impregnated with orthopthalic palyester resin. The thickness of the skins shall not be less than 1.50mm Expanded Polystyrone(EPS) structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material. Wooden reinforcements made of seasoned sal wood block of cross section not less than 28mmx32mm and also necessary sal wood reinforcements for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material, the sal wood reiforcements and the skins. The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centre's standards and specifications and the door shutters tested in conformation to IS: 4020-1998. The finish of door shutter will be plain colour white/ Ivory/ Beige/Light grey/ Mahogany/Teak wood or any other colour using high quality pigments. Three heavy whight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter.
6.83
3181
21711.01
EI Works
-
-
-
Recessed wiring to light point with 1.5 sq.mm FR PVC insulatedsingle core multistrand copper conductor of ISI marked with 20 mm dia non-metalic PVC flexible conduit with 5Amp, 250 V piano type modular switch ISI marked and ceiling rose ISI marked mounted on MS box having front Modular base & cover of suitable size , MS box with 1 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. ( Make of wire Finolex/ L&T / Anchor / Havels /HPL/ V Guard )
-
-
-
-do- Group A
22
497
10943.02
-do- Group B
21
790
16590.63
-do- Group C
10
1161
11616.2
Recessed wiring to Fan Point in...
-
-
-
-do- Group B
12
790
9480.36
Recessed wiring to Call Bell Point in...
-
-
-
-do- Group C
4
1161
4646.48
Recessed wiring to Exhaust Fan Point in…..
-
-
-
-do- Group C
7
1161
8131.34
S/F of Angle holder replacing Ceilling Rose (1.29-1.28)
23
22
519.11
Switch Boards
-
-
-
S/F of 5A. Modular Switch & 5A. Modular Socket outlet of ISI marked on existing board (1.25.1+1.25.4)
14
242
3392.62
S/F of extension board of 6 modular Metal box with modular base & cover in recess including providing and fixing of 2 nos of 3pin 5/6amp modular socket out let & 2 nos of 5/6 amp piano type modular switch, connection, painting etc as required.
9
837
7535.16
S/F of Power point with 4 modular metal box with modular base & cover in recess including providing and fixing of 6 pin 15/16 amp. piano type Modular switch & Socket, connection, painting etc as required
3
696
2088.45
S/F of Power point with 4 modular & 2 modular metal box with modular base & cover in recess including providing and fixing of 5 pin 15/16 amp. piano type Modular switch & Socket & Mini DP MCB, connection, painting etc as required for AC
3
1307
3921.3
S/F of 1 no of 5 pin 15/16 amp. Socket , 1 no of switch & 1 no of 15/16A top with modular mini MCB, in 6 modular box with cover with connection, painting etc as required for Inverter connection
2
1007
2014.4
S/F of 18 SWG Modular metal box of following sizes (Nominal size) in recess with suitable size of Modular base & cover in front including cutting the wall and making good the same in case of recessed conduit as required.
-
-
-
2 Modular box with base & cover
5
246
1233.15
4 Modular box with base & cover
3
293
881.76
6 Modular box with base & cover
1
352
352.58
8 Modular box with base & cover
5
394
1972.55
12 Modular box with base & cover
7
507
3550.19
Sub-Main
-
-
-
Wiring for circuit / sub-main wiring along with earth wire with following sizes of PVC insulated single core multistrand copper conductor with ISI marked conforming to IS-694/1990 in 20mm dia non metalic heavy duty flexible conduit 1.6mm in recessed PVC conduit as required (Make of wire - Finolex/L&T/Anchor/Havels/V-guard)
-
-
-
2x1.5+1x1.0 (1.8)
60
155
9341.4
2x2.5+1x1.5 (1.8.2)
145
170
24747.15
2x4+1x1.5 (1.8.3)
60
188
11282.4
2x6+1x2.5 (1.8.4)
30
219
6573.9
Inverter wiring (1x1.5smm) Copper wire (1.19.1)
160
58
9422.4
Circuit Breakers & BDB
-
-
-
S/F of 'B/C/D' series SP MCB of 5 - 32A amp rating (As per direction of engineer in charge) 240Volt for lighting and other loads in the existing MCB Distribution board ISI marked complete with connection, testing and commissioning etc. as required single pole (SP) (2.6.1)
12
143
1720.32
S/F of 'B/C/D' series DP MCB of 5 - 32A amp rating (As per direction of engineer in charge) 240Volt for lighting and other loads in the existing Distribution board ISI marked complete with connection, testing and commissioning etc. as required (2.6.2a)
2
358
717.7
Supply, Installation testing & commissioning of M.C.B Distribution Board of following capacity on existing surface/wall mounting & complete with inter connections earthing etc as required as per direction of Engineer Incharge (Make-Seimens/HPL/Anchor/L&T /Havells/C&S/R. K.)
-
-
-
S/F of MCB 8 way Single door (2.3.2)
2
1136
2273.22
Main switches
-
-
-
Supply, Installation testing & commissioning of Main Switches (IS13940 part 3/1993) of following coopacity on existing surface/wall mounting & complete with H.R.C fuse links, inter connections earthing etc as required as per direction of Engineer Incharge (Make-Seimens/HPL/Anchor/L&T /Havels/C&S/R. K.)
-
-
-
S/F of 63A ICDP main switch with MS box of 250mmx300mmx60mm deep ( (2.15A)+(1.24.16 )
2
2416
4833.16
Earthing
-
-
-
Earthing with G.I. Earth pipe 3 mtr Long 40mm dia ISI marked including accessories & providing masonary enclosure with cover plate having locking arrangement & watering pipe with charcoal & salt as required (3.2)
2
2781
5563.34
Supply & laying 6 SWG G.I. wire in recess for loop earthing as required (3.17)
14
66
935.48
Fittings
-
-
-
Providing & fixing plain 16/0.2mm twin twisted flexible, FR PVC insulated copper cable in polythene sleeve or conduit of suitable size on the floor/wall or side of the table/door etc as required.(1.31)
12
21
260.28
S/F of 300 Exhaust fan with all accessoriesand connections (Make Usha-Aero Clean Plus DBB/ Polycab-Fresh on DBB/ Cropmton-Trans Air12" reversible/ Havells-Ventil Air DS(HS)/ Anchor-Anmol Delus R/ Orient-Power Flow DBB)
7
3409
23866.5
S/F of Call bell/Buzzer(Ding dong type) ISI marked suitable for DC/AC single phase 230 volts complete as required. (1.30)
4
136
545.88
S/F of 18-25 wt. LED single strip tube. Light fittingwith all accessories & connection (make Havels/HPL/Crompton/Polycab/PAC)
25
723
18097.25
S/F of 1200mm A.C. Ceiling fan(5star) BLDC with all accessories and connections with out fan regulator (Make:Usha-Energia32/Crompton-Energino HS/Havells-Efficiencia DX/Anchor-Eco Breeze Urban/Orient-Ecotech Supreme/Pollycab-Affeciente Neo)
7
4587
32113.76
S/F of 400mm Wall fan with all accessories and connections (Make-Usha-Maxx Air Ultra/Polycab-Arey HS/Cropmton-WM Hiflowave/ Havells-Accelero HS/ Anchor-Altrix HS- OWH/ Orient-Wall43/ Great White-WYNO WF)
2
3298
6597.42
Supply & fixing of superior type C.I bulk head fitting with 9W Led Bulb for general domestic use ISI marked square / oval type with premetallic glass cover provided with galvanized steel wire guard including necessary connections. ( M-5 )
1
587
587
S/F of 30-35 wt. LED St. Light fitting with LED Electronic driver with all accessories & connection( Make- Crompton/Phillips/HPL/Polycab/Havells )
1
3469
3469.57
S/F of 45-48 wt. LED St. Light fitting with LED Electronic driver with all accessories & connection( Make- Crompton/Phillips/HPL/Polycab/Havells )
2
5773
11547.76
S/F of 9w Watt LED Bulb
23
168
3878.72
SITC of 900-1100VA inverter with 150-160 AH tubular battery (Exide/Luminus/Crompton/Vguard) with Invertor Trolly of ISI make of any.
2
31294
62589.86
Cables
-
-
-
S/F of 6 sqmm twin core unbonded aluminium service connection wire with no.10 G.I. Guard wire to support the aluminium wire
40
42
1680
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