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Tender Value
₹50.3 L
EMD Value
₹38,000
Closing Date
20 Jul 2026, 5:30 pm
MR SE DURG 2 TAMAL LAL BHARTI(DFLT)
CE,DURG
Balance work of Main Building at I.T.I. College Building Kawardha
194752
NIT NO. 236/Durg(Kawardha)/2026
RESTRICTED TENDER
WORKS
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 KAWARDHA
120
No
1
159491000
13102020
194752
20 Jul, 2026 5:30:00 PM IST
23 Jul, 2026 11:00:00 AM IST
4 Jul, 2026 7:30:00 PM IST
22062026
NIT NO. 236/Durg(Kawardha)/2026
Balance work of Main Building at I.T.I. College Building Kawardha
38000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
5031000.00
2
22 Jul, 2026 5:30:00 PM IST
5031000
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
06
15d 23h 15m
W17471
5 documents required · 5 mandatory
₹0
₹38,000
4 Jul 2026
4 Jul 2026
23 Jul 2026
4 Jul 2026
20 Jul 2026
4 Jul 2026
22 Jul 2026
Detailed Estimate for Balance work of Main Building at I.T.I. College Building Kawardha, Distt. - Kabirdham (C.G.).
AMOUNT OF ESTIMATE : Rs. 55.08 Lacs
EXECUTIVE ENGINEER
PUBLIC WORKS DEPARTMENT
DIVISION KAWARDHA
Detailed Estimate for Balance work of Main Building at I.T.I. College Building Kawardha, Distt. - Kabirdham (C.G.).
GENERAL ABSTRACT
S..No. Sub Head Details Amount
(i) First Floor As per Detailed Estimate Enclosed
10% for Electrification
(ii) Septic tank (1 nos.) As per Detailed Estimate Enclosed
(iii) Water supply & sanitary fittings
(iv) Rain water harvesting System As per Detailed Estimate Enclosed
Grand Total Amount Rs.
Sub - Engineer Sub-Divisional Officer Executive Engineer
P.W.D. Sub Division Kawardha P.W.D. Sub Division Kawardha P.W.D. Division Kawardha
REPORT & SPECIFICATION
1 Name of work : Detailed Estimate for Balance work of Main Building at I.T.I. College Building Kawardha, Distt. - Kabirdham (C.G.).
2 Amount : Rs. 55.08 Lacs
3 Authority : Public Works Department, C.G.
5 Provisions : The following provisions have been made in this Estimate.
1 Provision of P.C.C. 1:3:6.
2 Provision of R.C.C. 1:1.5:3.
3 Brick Work in CM 1:6
4 6 mm thick plaster in CM 1:4.
5 15 mm thick plaster in CM 1:6.
6 12 mm thick plaster in CM 1:6.
8 Ceramic glazed floor tiles & Vitrified Tiles flooring
9 Water supply & sanitary fittings.
11 Water harvesting system
6 Rates & Specifications : Rates provided in this estimate are as per S.O.R. of Building work in force from 01.01.2015 issued by E-in-C, CG P.W.D. Raipur. The Work Shall be executed as per C.P.W.D. Specification and the instruction issued by the department time to time.
Detailed Estimate for Balance work of Main Building at I.T.I. College Building Kawardha, Distt. - Kabirdham (C.G.).
S. No. S.O.R. Item No. Item No L B H / D Qty. Rate Unit Amount
1 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.
1.1.1 In all types of soil
Septic Tank 1 4.8 2.5 1.8 185 cum
2 1.6 Extra for every additional lift of 1.5 m or part thereof.
1.6.1 All types of soil
Septic Tank 1 4.8 2.5 0.3 26.5 cum
3 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
Septic Tank 1 4.8 2.5 0.2 371 cum
4 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.
3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
Septic Tank 1 4.8 2.5 0.1 2970 cum
5 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.
3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
Slab of Septic Tank 1 4.5 2.3 0.1 4163 cum
6 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:
3.12.1 Thermo-Mechanically treated bars FE 415 @ 100 Kg/ Cum 54.5 Kg
7 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
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.
Slab of Septic Tank (Bottom) 1
Slab of Septic Tank (Edges) 1 2(4.5+2.3) 0.1
8 7.5 Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:
7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)
Buffel Wall 1 1.7 0.1 1.8
9 11.2 Providing and making 12mm thick cement plaster of mix:
11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)
I/Side plaster 1 2(4.00+1.70) 1.8
Buffel Wall 1x2 1.7 1.8
10 3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer. 26.64x 0.012 = 0.32Cum x 28.80=9.21 9.21 43.5 Kg
11 11.5 Neat Cement punning Qty same as above 33 sqm
12 18.76 Providing and fixing on wall face UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
18.76.2 110 mm dia pipe.
For Septic Tank 2 5.2 267 Rmt
13 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.
12.3.2 50 mm thick
Septic Tank 1 4 1.7 254 sqm
Detailed Estimate for Balance work of Main Building at I.T.I. College Building Kawardha, Distt. - Kabirdham (C.G.).
(Rain Water Harvesting System)
Building SOR 01/01/2015
S No Sor Items Particulars of Item No Measurement Qty. Rate unit Amount
1 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.
1.1.1 In all types of soils
Recharge Pit 1 3.5 2.5 2 185 cum
2 1.6 Extra for every additional lift of 1.5 m or part thereof.
1.6.1 All types of soils
Recharge Pit 1 3.5 2.5 0.5 26.5 cum
3 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.
3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
Recharge Pit 2 3.5 0.3 0.1
4 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:
7.5.2 Cement Mortar 1:4 (1 cement : 4 coarse sand)
Recharge Pit 2 3.4 0.2 2.05
5 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.
21.1.1 All types of soil
21.1.2 Rocky strata including Boulders.
6 21.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer –in-charge
21.3.2 125 mm nominal size dia. 1 11 - - 474 metre
7 21.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) slotted pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineerin-charge.
21.4.2 125 mm nominal size dia.(Slotted casing) 1 1 - - 504 metre
8 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).
21.14.1 Stone boulders of size range 5 cm to 20 cm, in recharge pit
On the Top 1 3 2 1
21.14.2 Gravels of size range 5 mm to 10 mm, over the existing layer of boulders 1 3 2 1 806 cum
21.14.3 Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel 1 3 2 1 471 cum
9 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.
18.76.2 110 mm dia pipe. 1 40 - - 267 Metre
10 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.
18.77.1 Tee/Tee with door/Bend 45*/Bend 90*
11 21.19 Providing and fixing 80-100 mm dia PVC ball valve for inlet/ outlet of rain water harvesting pipe and filter. 1 - - - 644 each
12 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 form work. 1 10.8 0.2 0.05 4237 cum
Sub Engineer Sub Divisional Officer Executive Engineer
P.W.D. (B&R) P.W.D. (B&R) P.W.D. (B&R)
Sub Division Kawardha Sub Division Kawardha Division Kawardha
Detailed Estimate for Balance work of Main Building at I.T.I. College Building Kawardha, Distt. - Kabirdham (C.G.).
DETAILS AND ABSTRACT
S. No. C.S.R. I.No /P.No Particulars No L B D Quantity Unit Rate Amount
1 16.26 Dismantling doors chowkhats with shutters (steel or wood) including architrave, hold fast etc. complete and stacking within 50 metres lead. 1 each 100
2 16.3 Demolishing brick masonry including arches, stacking of serviceable material disposal of unserviceable material within 50 metres lead.
16.3.3 In cement mortar.
Parapet Wall Long Wall 1 4 0.2 0.9
Short Wall 4 5.2 0.2 0.9
3 16.43 Demolishing cement concrete including disposal of material within 50 metre lead.
16.43.2 1:3:6 or richer mix
Columns 45 0.3 0.4 0.9
4 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.
3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
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:
Column upto slab level C1 45 0.3 0.4 3.6
Long wall LB1 1 4 0.2 0.2
Short wall LB1 5 5.2 0.2 0.2
Chhajja 1 4 0.6 0.1
Stair case F.F. to S.F. 2 3.5 1.7 0.15
Landing 2 4 1.7 0.15
Long wall SB1 1 4 0.2 0.4
Short wall SB1 2 5.2 0.3 0.6
Tower Beam 2 4 0.2 0.3
Tower Slab 1 4 6.2 0.12
Column for Parapet Wall 41 0.3 0.4 0.9
5 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 all complete:
3.12.1 Thermo-Mechanically treated bars
Quantity up to F.F. Slab Level
Quantity up to Tower Slab Level
@115 kg per cum of RCC Work Kg 54.5
6 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape
Column upto slab level C1 45 2 0.3 - 3.6
Column for Parapet Wall 41 2 0.3 - 0.9
2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
Surveyor 1 15 4.8 -
Toilet 1 3.6 4.8 -
Dispensary 1 7.4 4.8 -
Drawing Room 1 7.4 4.8 -
Steno Hindi 1 17.6 4.8 -
Corridoor 1 34.4 2.4 -
2.1.8 Beams, lintels, cantilevers & walls
Long wall LB1 1 2 4 - 0.2
Short wall LB1 5 2 5.2 - 0.2
Long wall SB1 1 2 4 - 0.4
Short wall SB1 2 2 5.2 - 0.6
Bottom 2 1 5.2 0.3 -
Tower Beam 2 2 4 - 0.3
2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like.
2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings.
Stair case F.F. to S.F. 2 3.5 1.7 -
Landing 2 2.8 1.7 -
2.1.13 Weather shade, chhajja, Cornices and mouldings
Chhajja 1 4 0.6 -
7 9.15 Providing and fixing M.S. fan clamp/hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop. 40 Each 97
8 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square 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.
Staircase 2 3.5 0.9 -
9 11.5 Neat Cement punning.
Chhajja 1 4 0.6 -
10 7.5 Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:
7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)
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:
Long wall 1 4 0.2 3.6
Short wall 5 5.2 0.2 3.6
Projection 21 0.6 0.6 4.5
Net Quantity cum 3505
For Tower 2 4 0.2 2.4
Parapet Wall 1 126.8 0.2 0.9
Net Quantity cum 3626
11 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:
7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand)
Bath & W.C. 2 2 3.6
Net Quantity sqm 382
12 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: Same as above Qty. sqm 22
13 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. Same as above Qty. sqm 62.5
14 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.
9.18.4 Single rebate/ mullion 100mmx50mm size, 1.6mm thick sheet.
15 11.2 Providing and making 12mm thick cement plaster of mix:
11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand)
Long wall 1 4 - 3.6
Short wall 5 5.2 - 3.6
Toilet 2 2 - 3.6
Net Quantity sqm 91.5
16 11.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:
11.3.2 In Cement Mortar 1:6(1 cement : 6 fine sand)
Long wall 1 4 - 5.3
Short wall 6 5.2 - 5.3
Projection 21 2 0.7 - 5.3
False Column 41 2 0.3 - 0.9
978.78 Outer Wall
Long wall 1 48.4 - 3.6
Short wall 3 5.2 - 3.6
Toilet 2 2 - 3.6
2 1.5 - 3.6 459.36 Inner Wall
17 11.1 Providing and making 6mm thick cement plaster of mix:
11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)
Surveyor 1 15 4.8 -
Toilet 1 3.6 4.8 -
Dispensary 1 7.4 4.8 -
Drawing Room 1 7.4 4.8 -
Steno Hindi 1 17.6 4.8 -
Corridoor 1 34.4 2.4 -
Stair case F.F. to S.F. 2 3.5 1.7 -
Landing 2 2.8 1.7 -
475.42 Inner Wall
Chhajja 1 4 0.6 -
Side 1 4.9 0.1 - 66.41 Outer Wall
18 12.79 Providing and laying DOUBLE/MULTI CHARGE (minimum 2.0 mm thick layer) VITRIFIED floor tiles with water absorption less than 0.05% and conforming to IS : 15622-2017 of 1st class of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete
12.79.2 Size 600x600mm thickness 9 to 10 mm
Steno Hindi 1 17.6 4.8 -
Drawing Room 1 7.4 4.8 -
Dispensary 1 7.4 4.8 -
Surveyor 1 15 4.8 -
Corridor 1 34.4 2.4 -
Steno Hindi 1 2 17.6 - 0.15
Drawing Room 1 2 7.4 - 0.15
Dispensary 1 2 7.4 - 0.15
Surveyor 1 2 15 - 0.15
Corridor 1 2 34.4 - 0.15
19 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.
12.9.2 Size above 300x300mm
Toilet 1 3.6 4.8 - sqm 728
20 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.
12.7.2 Size above 200x300mm
Toilet 1 3.6 - 2.1
Net qty sqm 646
21 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)
12.45.2 Granite stone black
Plateform 1 4.8 0.7 - sqm 2646
22 12.49 25 mm thick KOTA stone slab flooring over 20mm (Average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sqm and upto 0.50 sqm)
Stair Portion 1 3.6 4.8 -
Landing Slab 2 3.6 1.5 -
23 12.5 KOTA stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm (Average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (single stone is to be used for riser and treads of steps and the width of stone for skirting and dado shall be equal to the height of skirting/ dado up to length of 1.0 M.)
Stair Riser 24 1.5 - 0.15
Skirting 24 2 0.3 0.15 -
Landing 2 5.4 - 0.15
StairPortion 1 21.8 - 0.15
24 8.12.2 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 wo od and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges. 35 mm. thick (single leaf)
25 8.15 Extra for double leaf shutter instead of single leaf.
26 8.140 Providing and fixing stainless steel door handles having flap thickness 2.5mm, necessary stainless steel screws etc complete.
27 8.137 Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete.
28 8.139 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete.
29 0.999 Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete.
30 0.000 Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete
31 0.999 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete.
8.132.2 125x2.5mm (heavy)
32 9.47 P-85 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing and panelling to be paid for separately
9.47.1 For fixed portion
Qty @ 6.50 Kg/sqm Kg 331
9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).
Qty @ 4.50 Kg/sqm Kg 338
33 9.49 P-85 Extra for polyester powder coated (minimum 50 micron) aluminium sections instead of anodized.
Quantity Same as Frame
Quantity Same as Shutter
34 9.51 P-85 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):
9.51.2 With float glass panes of 5 mm thickness
35 9.61 Providing and fixing aluminium composite panels in approved panel sizes, thickness and shape on aluminium frame work on face of building. (Frame to be paid separately)
9.61.2 4mm thick
36 14.6 Providing and applying of Acrylic primer on all surface applied @ 0.80 litrs/10 sqm as per relevant IS coad 15489:1974 ( Product such as Asian Spark/suprimo, JKprimer, Dulux Acrylic Primer) with all tools tackles and labour etc. complete for the work.
6 mm plaster - - - -
12 mm plaster - - - -
15 mm plaster - - - -
37 14.63 Providing and applying Economy plastic emulsion paint with roller application minimum three coats applied @ 1.25 litre/ 10 Sqm up to final finish as per relevant I.S. Coad 15489:2013 Type-1 Class D & C ( Glossy and Semi Glossy Finish) of required shade ( Product such as Tractor emulsion,Dulux Promise, Nerolac Bueaty Silver, Berger bison/Breezee, Opus 130/Style Paint) inclusive of providing abro tape on edges and article and cleaning of door ,windows, floor and surface as required with all tools tackles and labour complete for the work. (with 2 years Warranty)
6 mm plaster - - - -
12 mm plaster - - - -
15 mm plaster - - - -
38 14.67 Providing and applying on exterior surface with ECONOMY Exterior emulsion paint of required shades to give protective and water proof finish minimum 3 coats applied @ 1.43 litre/ 10 Sqm up to final finish as per relevant I.S. Coad 15489:2013 Type-2 Class D & C ( Glossy / Semi Glossy Finish) ( Productsuch as Asian Ace ,Dulux PromiseExterior, Berger Wall Masta, Nerolac Suraksha Plus , Nippon Shogun Opus One Style Power Bright) inclusive of providing abro tape on edges and article and cleaning of door ,windows, floor and surface as required with all tools tackles and labour etc. complete for the work. (with 2 years Warranty)
6 mm plaster - - - -
15 mm plaster - - - -
39 14.73 Providing and applying Priming coat on wood work on wood work applied @ 0.50 litre/ Sqm as per relevant Coad 3536:1999 ( Product such as Asian trucare, Burger Wood Keeper, Dulux Duwel wood primer) with all tools tackles and labour etc. complete for the work.
40 14.74 Providing and applying Priming coat on steel work with red oxide/ zinc phosphate priming applied @ 0.50 litre/ Sqm as per relevant Coad 3536:1999 ( Product such as Asian Zinc phosphate, Dulux steel primer, Berger Red oxide primer) with all tools tackles and labour etc. complete for the work.
Railing of Staircase 2 2 3.5 0.9 -
41 14.71 Providing and applying stain / matt finish Enamel paint minimum 2 coats in all surface applying @ 0.75 litre/ 10 Sqm up to required finish as per relevant I.S. Coad 2932:2013 ( Product such as Asian stain Enamel , Dulux Promise Premium Enamel, Nerolac Synthatic Enamel, Opus Prime enamel) inclusive of providing abro tape on edges and article and cleaning of door ,windows, floor and surface as required with all tools tackles and labour etc. complete for the work.
Railing of Staircase 2 2 3.5 0.9 -
42 12.56 25mm thick Local RAJIM/ Red Flag stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over & jointed with grey cement slurry mixed with pigments to match the shade of the stone i/c grinding, rubbing and polishing.
For Shelves 10 5 1.4 - 0.6
Sub Engineer Sub Divisional Officer Executive Engineer
P.W.D. (B&R) P.W.D. (B&R) P.W.D. (B&R)
Sub Division Kawardha Sub Division Kawardha Division Kawardha
Detailed Estimate for Balance work of Main Building at I.T.I. College Building Kawardha, Distt. - Kabirdham (C.G.).
(Water supply & Sanitary fittings F.F.)
S No Item No Particulars Measurements Qty Unit Rate Amount
1 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:
19.7.1 15 mm dia. nominal bore 1 20 Rmt. 149
19.7.2 20 mm dia. nominal bore 1 20 Rmt. 185
19.7.3 25 mm dia. nominal bore 1 25 Rmt. 258
19.7.5 40 mm dia. nominal bore 1 45 Rmt. 364
2 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:
19.9.1 15 mm dia. nominal bore 1 10 Rmt. 131
19.9.2 20 mm dia. nominal bore 1 25 Rmt. 159
19.9.4 32 mm dia. nominal bore 1 50 Rmt. 272
3 19.13 Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality.
19.13.2 Bib cock (350 grams) 2 3 Each 237
19.13.3 Stop cock (350 grams) 2 2 Each 237
4 19.16 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end):
19.16.1 25 mm nominal bore 3 Each 436
5 19.42 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 2 1000 litre 7.3
6 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 :
18.1.3 White Orissa pattern W.C. pan of size 580 x 440 mm 2 1 each 2899
7 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 :
18.4.1 White pedestal type 2 1 each 2882
7 18.17 Providing and fixing vitreous china wash basin with C.I. brackets,32mmC.P. brass waste of standard pattern,including painting of brackets, cutting and making good the walls wherever required.
18.17.2 White Size 550x400 mm 2 1 Each 1408
8 18.22 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink without drain board as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required :
18.22.1 345x445 mm bowl depth 200 mm. 1 1 Each 6298
9 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. 2 Each 1709
10 18.29 Providing and fixing 600x450 mm beveled edge 4mm mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 2 1 Each 599
11 18.76 Providing and fixing on wall face UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
18.76.1 75 mm dia pipe. 1 20 metre 182
18.76.2 110 mm dia pipe. 1 15 metre 267
12 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.
18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90°
18.77.3 Vent covel
18.77.6 Nahani trap 110x75mm 8 - - - each 90.5
13 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:
19.14.15 Shower rose (revolving type) (150mm) 2 2 each 269
19.14.3 Long body bib cock (500 grams) 2 2 each 426
14 18.78 Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
15 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:
19.11.1 15 mm nominal bore 10 each 85
19.11.2 20 mm nominal bore 8 each 98
19.11.3 25 mm nominal bore 5 each 117
19.11.4 32 mm nominal bore 4 each 148
16 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 : 2 each 754
17 19.52 Constructing masonry Chamber 60x45x50 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement 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 : 2 each 4133
18 19.15 Providing and fixing stainless steel drain jali of approved make/quality. 2 3 each 51
19 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:
19.14.14 Soap dish plate 2 3 - - Each 163
19.14.16 Towel rail (600mm long x 20mm dia) 2 1 - - Each 338
20 19.1 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)
19.10.1 25 mm nominal bore 2 2 - - Each 200
21 0.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. INTERNAL WORK - EXPOSED ON WALL
19.4.1 15 mm nominal outer dia .Pipes. 1 30 Rmt. 110
19.4.2 20 mm nominal outer dia .Pipes. 1 25 Rmt. 151
19.4.3 25 mm nominal outer dia .Pipes. 1 20 Rmt. 199
22 19.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. CONCEALED WORK including cutting chases and making good the walls etc.,
19.5.1 15 mm nominal outer dia .Pipes. 1 50 Rmt. 133
19.5.2 20 mm nominal outer dia .Pipes. 1 30 Rmt. 167
19.5.3 25 mm nominal outer dia .Pipes. 1 25 Rmt. 213
Sub Engineer Sub Divisional Officer Executive Engineer
P.W.D. (B&R) P.W.D. (B&R) P.W.D. (B&R)
Sub Division Kawardha Sub Division Kawardha Division Kawardha
N.I.T. Schedule for Balance work of Main Building at I.T.I. College Building Kawardha, Distt. - Kabirdham (C.G.).
Building S.O.R. w.e.f. 01.01.2015 and Amd. Upto P.A.C. Rs. Lacs
S. No. Chapter No. Item No. Sub Item No. Discription Quantity Unit Rate Amount AmountInWords
1 16 16.26 16.26 Dismantling doors chowkhats with shutters (steel or wood) including architrave, hold fast etc. complete and stacking within 50 metres lead. 1 each 100
2 16 16.3 16.3 Demolishing brick masonry including arches, stacking of serviceable material disposal of unserviceable material within 50 metres lead.
16.3.3 16.3.3 In cement mortar. 18.9 cum 263
3 16 16.43 16.43 Demolishing cement concrete including disposal of material within 50 metre lead.
4 3 3.2 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.
3.2.1 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
3 3.4 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: 130.603 cum 4358
5 3 3.12 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 all complete:
3.12.1 3.12.1 Thermo-Mechanically treated bars 16233.75 Kg 54.5
6 2 2.1 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
2.1.5 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape 291.9 sqm 297
2.1.7 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 452.112 sqm 235
2.1.8 2.1.8 Beams, lintels, cantilevers & walls 421.68 sqm 202
2.1.3 2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like. 16 Sqm 184
2.1.15 2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings. 23.31 Sqm 230
2.1.13 2.1.13 Weather shade, chhajja, Cornices and mouldings 66.41 Sqm 294
2.1.1 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. 8.77 Sqm 139
7 9 9.15 9.15 Providing and fixing M.S. fan clamp/hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop. 40 Each 97
8 9 9.15 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square 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. 4077 kg 67.5
9 11 11.5 11.5 Neat Cement punning. 93.05 sqm 33
10 7 7.5 7.5 Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:
7.5.4 7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)
7 7.6 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: 173.07600000000002 cum 3505
11 7 7.11 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:
7.11.2 7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand) 18.480000000000004 sqm 382
12 7 7.12 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: 18.480000000000004 sqm 22
13 7 7.2 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. 18.480000000000004 sqm 62.5
14 9 9.18 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.
15 11 11.2 11.2 Providing and making 12mm thick cement plaster of mix:
11.2.4 11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) 718.3800000000001 sqm 91.5
16 11 11.3 11.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:
11.3.2 11.3.2 In Cement Mortar 1:6(1 cement : 6 fine sand) 1438.14 sqm 107
17 11 11.1 11.1 Providing and making 6mm thick cement plaster of mix:
11.1.2 11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand) 541.832 sqm 87
18 12 12 12.79 Providing and laying DOUBLE/MULTI CHARGE (minimum 2.0 mm thick layer) VITRIFIED floor tiles with water absorption less than 0.05% and conforming to IS : 15622-2017 of 1st class of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete
12.79.2 Size 600x600mm thickness 9 to 10 mm sqm 1082
19 12 12.9 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.
12.9.2 12.9.2 Size above 300x300mm 17.28 sqm 728
20 12 12.7 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.
21 12 12.45 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)
12.45.2 12.45.2 Granite stone black 3.36 sqm 2646
22 12 12.49 12.49 25 mm thick KOTA stone slab flooring over 20mm (Average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sqm and upto 0.50 sqm) 28.080000000000002 sqm 897
23 12 12.5 12.5 KOTA stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm (Average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (single stone is to be used for riser and treads of steps and the width of stone for skirting and dado shall be equal to the height of skirting/ dado up to length of 1.0 M.) 22.349999999999998 sqm 990
24 8 8.12.2 8.12.2 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 wo od and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges. 35 mm. thick (single leaf) 28.98 sqm 2005
25 8 8.15 8.15 Extra for double leaf shutter instead of single leaf. 22.68 sqm 52
26 8 8.140 8.140 Providing and fixing stainless steel door handles having flap thickness 2.5mm, necessary stainless steel screws etc complete.
27 8 8.137 8.137 Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete.
28 8 8.139 8.139 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete.
29 8 0.999 0.999 Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete.
30 8 0.000 0.000 Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete
8.143.2 8.143.2 Double 21 each 65
31 8 0.999 0.999 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete.
32 9 9.47 P-85 9.47 P-85 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing and panelling to be paid for separately
9.47.1 9.47.1 For fixed portion Kg 331
9.47.2 9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately). Kg 338
33 9 9.49 P-85 9.49 P-85 Extra for polyester powder coated (minimum 50 micron) aluminium sections instead of anodized. Kg 34.5
34 9 9.51 P-85 9.51 P-85 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):
9.51.2 9.51.2 With float glass panes of 5 mm thickness 129.6 sqm 708
35 9 9.61 9.61 Providing and fixing aluminium composite panels in approved panel sizes,thickness and shape on aluminium frame work on face of building. (Frame to be paid separately)
36 14 14.6 14.6 Providing and applying of Acrylic primer on all surface applied @ 0.80 litrs/10 sqm as per relevant IS coad 15489:1974 ( Product such as Asian Spark/suprimo, JKprimer, Dulux Acrylic Primer) with all tools tackles and labour etc. complete for the work. 2698.352 sqm 37
37 14 14.63 14.63 Providing and applying Economy plastic emulsion paint with roller application minimum three coats applied @ 1.25 litre/ 10 Sqm up to final finish as per relevant I.S. Coad 15489:2013 Type-1 Class D & C ( Glossy and Semi Glossy Finish) of required shade ( Product such as Tractor emulsion,Dulux Promise, Nerolac Bueaty Silver, Berger bison/Breezee, Opus 130/Style Paint) inclusive of providing abro tape on edges and article and cleaning of door ,windows, floor and surface as required with all tools tackles and labour complete for the work. (with 2 years Warranty) sqm 74
38 14 14.67 14.67 Providing and applying on exterior surface with ECONOMY Exterior emulsion paint of required shades to give protective and water proof finish minimum 3 coats applied @ 1.43 litre/ 10 Sqm up to final finish as per relevant I.S. Coad 15489:2013 Type-2 Class D & C ( Glossy / Semi Glossy Finish) ( Productsuch as Asian Ace ,Dulux PromiseExterior, Berger Wall Masta, Nerolac Suraksha Plus , Nippon Shogun Opus One Style Power Bright) inclusive of providing abro tape on edges and article and cleaning of door ,windows, floor and surface as required with all tools tackles and labour etc. complete for the work. (with 2 years Warranty) sqm 70
39 14 14.73 14.73 Providing and applying Priming coat on wood work on wood work applied @ 0.50 litre/ Sqm as per relevant Coad 3536:1999 ( Product such as Asian trucare, Burger Wood Keeper, Dulux Duwel wood primer) with all tools tackles and labour etc. complete for the work. 69.552 sqm 35
40 14 14.74 14.74 Providing and applying Priming coat on steel work with red oxide/ zinc phosphate priming applied @ 0.50 litre/ Sqm as per relevant Coad 3536:1999 ( Product such as Asian Zinc phosphate, Dulux steel primer, Berger Red oxide primer) with all tools tackles and labour etc. complete for the work. 466.32 sqm 35
41 14 14.71 14.71 Providing and applying stain / matt finish Enamel paint minimum 2 coats in all surface applying @ 0.75 litre/ 10 Sqm up to required finish as per relevant I.S. Coad 2932:2013 ( Product such as Asian stain Enamel , Dulux Promise Premium Enamel, Nerolac Synthatic Enamel, Opus Prime enamel) inclusive of providing abro tape on edges and article and cleaning of door ,windows, floor and surface as required with all tools tackles and labour etc. complete for the work. 497.35200000000003 sqm 133
42 12 12.56 12.56 25mm thick Local RAJIM/ Red Flag stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over & jointed with grey cement slurry mixed with pigments to match the shade of the stone i/c grinding, rubbing and polishing. 42 sqm 516
43 1 1.1 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.
1.1.1 1.1.1 In all types of soil 39.1 cum 185
44 1 1.6 1.6 Extra for every additional lift of 1.5 m or part thereof.
1.6.1 1.6.1 All types of soil 7.98 cum 26.5
45 1 1.18 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete. 2.4 cum 371
46 3 3.1 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.
3.1.3 3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 1.52 cum 2970
47 3 3.2 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.
3.2.1 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 1.035 cum 4163
48 7 7.5 7.5 Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:
7.5.4 7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand) 7.11 cum 3263
49 11 11.2 11.2 Providing and making 12mm thick cement plaster of mix:
11.2.3 11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand) 26.64 sqm 96.5
50 3 3.14 3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer. 9.21 Kg 43.5
51 18 18.76 18.76 Providing and fixing on wall face UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
18.76.1 18.76.1 75 mm dia pipe. 20 metre 182
52 12 12.3 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.
53 19 19.7 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:
19.7.1 19.7.1 15 mm dia. nominal bore 20 Rmt. 149
19.7.2 19.7.2 20 mm dia. nominal bore 20 Rmt. 185
19.7.3 19.7.3 25 mm dia. nominal bore 25 Rmt. 258
19.7.5 19.7.5 40 mm dia. nominal bore Rmt. 364
54 19 19.9 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:
19.9.1 19.9.1 15 mm dia. nominal bore 10 Rmt. 131
19.9.2 19.9.2 20 mm dia. nominal bore 25 Rmt. 159
19.9.4 19.9.4 32 mm dia. nominal bore 50 Rmt. 272
55 19 19.13 19.13 Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality.
19.13.2 19.13.2 Bib cock (350 grams) 6 Each 237
19.13.3 19.13.3 Stop cock (350 grams) 4 Each 237
56 19 19.16 19.16 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end):
19.16.1 19.16.1 25 mm nominal bore 3 Each 436
57 19 19.42 19.42 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 2000 litre 7.3
58 18 18.1 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 :
18.1.3 18.1.3 White Orissa pattern W.C. pan of size 580 x 440 mm 2 each 2899
59 18 18.4 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 :
18.4.1 18.4.1 White pedestal type 2 each 2882
60 18 18.17 18.17 Providing and fixing vitreous china wash basin with C.I. brackets,32mmC.P. brass waste of standard pattern,including painting of brackets, cutting and making good the walls wherever required.
18.17.2 18.17.2 White Size 550x400 mm 2 each 1408
60 18 18.22 18.22 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink without drain board as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required :
18.22.1 18.22.1 345x445 mm bowl depth 200 mm. 1 Each 6298
61 20 20.31 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. 2 Each 1709
62 18 18.29 18.29 Providing and fixing 600x450 mm beveled edge 4mm mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 2 Each 599
63 18 18.77 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.
18.77.1 18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90°
18.77.3 18.77.3 Vent covel
18.77.6 18.77.6 Nahani trap 110x75mm 8 each 90.5
64 19 19.14 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:
19.14.15 19.14.15 Shower rose (revolving type) (150mm) 4 each 269
19.14.3 19.14.3 Long body bib cock (500 grams) 4 each 426
65 18 18.78 18.78 Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
66 19 19.11 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:
19.11.1 19.11.1 15 mm nominal bore 10 each 85
19.11.2 19.11.2 20 mm nominal bore 8 each 98
19.11.3 19.11.3 25 mm nominal bore 5 each 117
19.11.4 19.11.4 32 mm nominal bore 4 each 148
67 19 19.47 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 : 2 each 754
68 19.52 19.52 Constructing masonry Chamber 60x45x50 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement 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 : 2 each 4133
69 19 19.15 19.15 Providing and fixing stainless steel drain jali of approved make/quality. 6 each 51
70 19 19.14 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:
19.14.14 19.14.14 Soap dish plate 6 Each 163
19.14.16 19.14.16 Towel rail (600mm long x 20mm dia) 2 Each 338
71 19 19.1 19.1 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)
19.10.1 19.10.1 25 mm nominal bore 4 Each 200
72 19 0.9 0.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. INTERNAL WORK - EXPOSED ON WALL
19.4.1 19.4.1 15 mm nominal outer dia .Pipes. 30 Rmt. 110
19.4.2 19.4.2 20 mm nominal outer dia .Pipes. 25 Rmt. 151
19.4.3 19.4.3 25 mm nominal outer dia .Pipes. 20 Rmt. 199
73 19 19.5 19.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. CONCEALED WORK including cutting chases and making good the walls etc.,
19.5.1 19.5.1 15 mm nominal outer dia .Pipes. 50 Rmt. 133
19.5.2 19.5.2 20 mm nominal outer dia .Pipes. 30 Rmt. 167
19.5.3 19.5.3 25 mm nominal outer dia .Pipes. 25 Rmt. 213
74 7 7.5 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:
7.5.2 7.5.2 Cement Mortar 1:4 (1 cement : 4 coarse sand) 4.428 cum 3452
75 21 21.1 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.
21.1.1 21.1.1 All types of soil
21.1.2 21.1.2 Rocky strata including Boulders.
76 21 21.3 21.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer –in-charge
21.3.2 21.3.2 125 mm nominal size dia. 11 Rmt. 474
77 21 21.4 21.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) slotted pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineerin-charge.
21.4.2 21.4.2 125 mm nominal size dia.(Slotted casing) 1 Rmt. 504
78 21 21.14 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).
21.14.1 21.14.1 Stone boulders of size range 5 cm to 20 cm, in recharge pit 7.8 cum 863
21.14.2 21.14.2 Gravels of size range 5 mm to 10 mm, over the existing layer of boulders 6 cum 806
21.14.3 21.14.3 Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel 6 cum 471
79 21 21.19 21.19 Providing and fixing 80-100 mm dia PVC ball valve for inlet/ outlet of rain water harvesting pipe and filter. 1 Each 644
80 3 3.13 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 form work. 0.10800000000000003 cum 4237
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