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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
Refer Docs
EMD Value
₹6.0 L
Closing Date
3 Nov 2026, 3:30 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
75 conditions · 3 needing a document upload
Beam bottom's line, level & width should be checked.
Beam side's line , level & plumb should be checked.
Beam to beam measurements shall be checked as per architectural drawing.
Individual level & diagonal of each slab bay shall be checked.
Slab thickness level shall be marked with nails on the peripheral beam's outer side.
Slab thickness & beam depths should be checked
Support props for slab & beam bottoms should be in line & plumb, Bamboo bracing should be done at around 4' ht from floor level. Support props for double staging terraces shall be carefully checked.
Line of external/peripheral beam's side shall be checked & should be cross supported to avoid building out of sides.
Junctions of column & beam shall be checked & should be cross supported to avoid building out of sides.
De-shuttering oil shall be applied to beam/slab shuttering
Formwork of staircase shall be checked for dimensions of tread and riser, level of treads, plumb of risers.
Reinforcement shall be checked for beams and slab as per RCC drawing.
Proper cover for bottom/sides shall be checked for beams.
Proper cover shall be checked for slab.
Electrical points, electrical piping (conduits)/fan hooks shall be checked as per drawing.
Reduction of column as per drawing shall be done if any.
Proper no. of chairs shall be provided for slab.
Parapet (pardi) bars shall be left for balconies/staircase etc.
Ring (stirrups) shall be provided at the free end of each column reinforcement
Gaps between plates/planks should be filled. Taping should be done at ply joints in care of ply shuttering
Approval of architect and RCC consultant shall be taken prior to pouring.
Check the availability of required labour strength, mixer, lift, vibrators, masons, weigh batcher, diesel/petrol and plastics sheets etc. before start of concreting.
Hidden beams/inverted beams/cantilever beams should be checked.
Check for the sunk if any as per the approved drawings.
Packing below supports props should be avoided. If not, single wooden plank should be inserted as packing
In case of large slabs, position of concrete joints shall be decided in advance as per approval by RCC consultant.
Availability of raw material for concrete/RMC per grade of concrete, water. Electricity shall be checked in advance before the start of concreting.
Concreting shall be done for the beams first & then slabs.
Compaction of concrete shall be done by vibrators & tamping rods. (Spare vibrators with fuel shall be ensured.)
The top level of slabs shall be finished by the mason and no one should be allowed to walk on the fresh finished concrete.
Carpenter shall be present below the slab shuttering during concreting to ensure the tightness of the form work.
In case of rains, the finished concrete shall be covered with the big plastic sheets.
Cast 6 cube moulds for testing.
Curing the slab shall be done with pounding method by making ponds in cement & sand mortar(1.10) of size around 5'X5' curing of beams and slabs shall be done for 7 to 10 days or as directed by the consultant.
Date of casting and slab no shall be painted on the front side beam.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Labour Cooperative Societies shall submit only 50% of bid security for which the tenderers are required to upload Registration certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that -" We are a Labour Cooperative Society and our Registration No. is .................... with .......................and hence required to deposit only 50% of Bid Security
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security on submission of Registration Certificate issued by appropriate authority. For such firms it is required to upload a copy of Registration Certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that - I/We am/are a Startup firm registered by ........................ Department of Industrial Policy and Promotion (DIPP) and my registration number is ................ valid upto ...................... (Copy enclosed) and hence exempted from submission of Bid Security.
THE OFFERS WITHOUT EARNEST MONEY EXCEPT IN CASE OF EXEMPTION CLAIMED AS PER COMMERCIAL COMPLIANCE OF NIT WILL BE SUMMARILY REJECTED.
(1)Replacement of old/dilapidated type-ll quarters (RNT-04 No., RWJ-04 No total 08 No.) at KOTA -SWM Section. (2)SWM- Improvement of SRH and ORH at SWM.,(3)Construction of service building for railway Magistrate court / offices at SWM station.(4) Improvement to road Latiya nallah to TRD colony at SWM railway colony.
192-2026~WCR
192-2026
Open
Works - General
12 Months
Kota, Rajasthan
₹0
₹6.0 L
9 Oct 2026
9 Oct 2026
20 Oct 2026
287 items across 3 schedules · ₹4,05,34,431.28 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1500 | 177.5 | 2,66,250 |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 305 | 700.5 | 2,13,652.5 |
| 3 | All kinds of soil | cum | 172 | 126.8 | 21,809.6 |
| 4 | All kinds of soil | Sqm | 200 | 34.15 | 6,830 |
| 5 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 300 | 310.05 | 93,015 |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 20 | 7,878.5 | 1,57,570 |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 120 | 7,294.7 | 8,75,364 |
| 8 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 16 | 7,178.75 | 1,14,860 |
| 9 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 50 | 9,895.2 | 4,94,760 |
| 10 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 2 | 9,045.75 | 18,091.5 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 190 | 392.15 | 74,508.5 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 652 | 927.25 | 6,04,567 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 470 | 736.4 | 3,46,108 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 760 | 961.3 | 7,30,588 |
| 15 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 110 | 951.1 | 1,04,621 |
| 16 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | .5 | 10,585.9 | 5,292.95 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 33300 | 107.85 | 35,91,405 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 20000 | 107.85 | 21,57,000 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 255 | 9,504.75 | 24,23,711.25 |
| 20 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 22 | 9,655.7 | 2,12,425.4 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 200 | 9,860.4 | 19,72,080 |
| 22 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 22 | 10,011.35 | 2,20,249.7 |
| 23 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 75 | 733.5 | 55,012.5 |
| 24 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 30 | 9,333.45 | 2,80,003.5 |
| 25 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 220 | 8,752.55 | 19,25,561 |
| 26 | Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). | Metre | 200 | 60.85 | 12,170 |
| 27 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 47 | 1,105.8 | 51,972.6 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 225 | 7,311.25 | 16,45,031.25 |
| 29 | White sand stone | Sqm | 10 | 14,994.15 | 1,49,941.5 |
| 30 | Area of slab upto 0.50 sqm | Sqm | 60 | 5,413.5 | 3,24,810 |
| 31 | Area of slab over 0.50 sqm | Sqm | 22 | 5,136.3 | 1,12,998.6 |
| 32 | Area of slab upto 0.50 sqm | Sqm | 6 | 4,170.7 | 25,024.2 |
| 33 | Area of slab over 0.50 sqm | Sqm | 6 | 3,848.7 | 23,092.2 |
| 34 | Granite work | Metre | 20 | 510.95 | 10,219 |
| 35 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 370 | 1,267.95 | 4,69,141.5 |
| 36 | Sal wood | cum | 2 | 1,16,520.3 | 2,33,040.6 |
| 37 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 10 | 1,800.45 | 18,004.5 |
| 38 | 5.0 mm thick (weight not less than 12.50 kg per sqm) instead of 4 mm thick (weight not less than 10 kg per sqm). | Sqm | 2 | 295.9 | 591.8 |
| 39 | Second class teak wood including iSi marked nickel plated bright finished M.S. piano hinges with necessary screws | Sqm | 42 | 4,542.9 | 1,90,801.8 |
| 40 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 6 | 3,473.85 | 20,843.1 |
| 41 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 122 | 3,167.95 | 3,86,489.9 |
| 42 | On one side only | Sqm | 75 | 478 | 35,850 |
| 43 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 6 | 462.35 | 2,774.1 |
| 44 | Fixed to steel windows by welding | Kg | 100 | 219.1 | 21,910 |
| 45 | 250x16 mm | Each | 70 | 193.7 | 13,559 |
| 46 | 150x10 mm | Each | 35 | 59.45 | 2,080.75 |
| 47 | 125 mm | Each | 70 | 39.95 | 2,796.5 |
| 48 | 150x10 mm | Each | 13 | 287.25 | 3,734.25 |
| 49 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 13 | 854.65 | 11,110.45 |
| 50 | 75x63x3.2 mm | Each | 15 | 81.5 | 1,222.5 |
| 51 | 300x16 mm | Each | 12 | 303.25 | 3,639 |
| 52 | 250x16 mm | Each | 40 | 260.6 | 10,424 |
| 53 | 200x10 mm | Each | 12 | 99.7 | 1,196.4 |
| 54 | 150x10 mm | Each | 20 | 82.55 | 1,651 |
| 55 | 125 mm | Each | 47 | 66.25 | 3,113.75 |
| 56 | Twin rubber stopper | Each | 26 | 72.35 | 1,881.1 |
| 57 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in- Charge. | Metre | 95 | 492.7 | 46,806.5 |
| 58 | 30 mm thick plain PVC door shutters | Sqm | 40 | 3,182.95 | 1,27,318 |
| 59 | 30 mm thick pre laminated PVC door shutters | Sqm | 5 | 3,663.8 | 18,319 |
| 60 | With decorative veneering on one side and commercial veneering on other side | Sqm | 10 | 1,927.5 | 19,275 |
| 61 | Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically & horizontally) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer-in-charge. | Kg | 80 | 166.8 | 13,344 |
| 62 | Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 18 mm thick confirming to IS:14587 | Sqm | 10 | 1,248 | 12,480 |
| 63 | Pre-laminated with decorative lamination one side and other side balancing lamination exterior Grade - I MDF Board 18 mm thick confirming to IS:14587 | Sqm | 5 | 1,415.7 | 7,078.5 |
| 64 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 10 | 272 | 2,720 |
| 65 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. | ONE SET | 10 | 885.1 | 8,851 |
| 66 | Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) | Kg | 200 | 181.25 | 36,250 |
| 67 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 38 | 226 | 8,588 |
| 68 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 32 | 220.65 | 7,060.8 |
| 69 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2300 | 172.6 | 3,96,980 |
| 70 | 25 mm thick | Sqm | 515 | 1,948.25 | 10,03,348.75 |
| 71 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (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 slabs, including rubbing and polishing complete. | Sqm | 3 | 2,354.7 | 7,064.1 |
| 72 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 55 | 1,096.55 | 60,310.25 |
| 73 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 15 | 1,315.3 | 19,729.5 |
| 74 | Size of Tile 600 x 600 mm | Sqm | 110 | 1,453.65 | 1,59,901.5 |
| 75 | Size of Tile 1000x1000 mm | Sqm | 60 | 2,162.6 | 1,29,756 |
| 76 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 60 | 4,481.3 | 2,68,878 |
| 77 | Flat surfaces | Sqm | 200 | 1,718.95 | 3,43,790 |
| 78 | 110 mm diameter | Metre | 160 | 377.4 | 60,384 |
| 79 | 110 mm | Each | 22 | 136.15 | 2,995.3 |
| 80 | 110x110x110 mm | Each | 5 | 221.35 | 1,106.75 |
| 81 | 110 mm bend | Each | 20 | 150.35 | 3,007 |
| 82 | 110 mm Shoe | Each | 12 | 131.85 | 1,582.2 |
| 83 | 1:4 (1 cement: 4 fine sand) | Sqm | 200 | 347.05 | 69,410 |
| 84 | 1:6 (1 cement: 6 fine sand) | Sqm | 153 | 333.35 | 51,002.55 |
| 85 | 1:4 (1 cement: 4 fine sand) | Sqm | 150 | 399.45 | 59,917.5 |
| 86 | 1:6 (1 cement: 6 fine sand) | Sqm | 3000 | 383 | 11,49,000 |
| 87 | 1:6 (1 cement: 6 fine sand) | Sqm | 107 | 450 | 48,150 |
| 88 | 1:6 (1 cement: 6 coarse sand) | Sqm | 10 | 466.05 | 4,660.5 |
| 89 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 300 | 262.7 | 78,810 |
| 90 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 3000 | 185.65 | 5,56,950 |
| 91 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 2200 | 116.9 | 2,57,180 |
| 92 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 150 | 160.6 | 24,090 |
| 93 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 100 | 193.7 | 19,370 |
| 94 | Two or more coats on new work | Sqm | 280 | 155.9 | 43,652 |
| 95 | Two coats | Sqm | 500 | 137.45 | 68,725 |
| 96 | Dismantling W. C . Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge. | Each | 4 | 134.1 | 536.4 |
| 97 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 4 | 2,434.25 | 9,737 |
| 98 | In cement mortar | cum | 4 | 2,060.2 | 8,240.8 |
| 99 | Of area 3 sq. metres and below | Each | 10 | 367.2 | 3,672 |
| 100 | For thickness of tiles 10 mm to 25 mm | Sqm | 300 | 73.4 | 22,020 |
| 101 | 15 mm to 40 mm nominal bore | Metre | 100 | 149.8 | 14,980 |
| 102 | Dismantling of flushing cistern of all types (C.I./PVC/Vitreous China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. | Each | 2 | 112.05 | 224.1 |
| 103 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 150 | 54.65 | 8,197.5 |
| 104 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 1500 | 263.95 | 3,95,925 |
| 105 | 63 mm to 45 mm size stone aggregate | cum | 30 | 1,636.05 | 49,081.5 |
| 106 | 53 mm to 22.4 mm size stone aggregate | cum | 60 | 1,842.3 | 1,10,538 |
| 107 | Moorum | cum | 10 | 768.25 | 7,682.5 |
| 108 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 100 | 1,046.95 | 1,04,695 |
| 109 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 5400 | 194.3 | 10,49,220 |
| 110 | Surface dressing on new surface with paving bitumen of grade VG - 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: | Sqm | 100 | 225.35 | 22,535 |
| 111 | Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using 1.95 kg of bitumen per sqm with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete. | Sqm | 100 | 175.1 | 17,510 |
| 112 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 300 | 13.45 | 4,035 |
| 113 | On bituminous surface @ 0.25kg/sqm | Sqm | 9700 | 9.2 | 89,240 |
| 114 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 10000 | 531.6 | 53,16,000 |
| 115 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 10000 | 88.55 | 8,85,500 |
| 116 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 230 | 7,993.8 | 18,38,574 |
| 117 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 750 | 747.8 | 5,60,850 |
| 118 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer- in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.. | Metre | 100 | 3,439.5 | 3,43,950 |
| 119 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 8 | 6,767.4 | 54,139.2 |
| 120 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1 | 6,515.55 | 6,515.55 |
| 121 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 8 | 2,226.35 | 17,810.8 |
| 122 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 3 | 1,513.6 | 4,540.8 |
| 123 | 510x1040 mm bowl depth 250 mm | Each | 1 | 6,945.6 | 6,945.6 |
| 124 | 610x460 mm bowl depth 200 mm | Each | 9 | 3,873.8 | 34,864.2 |
| 125 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 2 | 6,940.75 | 13,881.5 |
| 126 | 32 mm dia | Each | 8 | 119.55 | 956.4 |
| 127 | Circular shape 450 mm dia | Each | 2 | 1,479.05 | 2,958.1 |
| 128 | C.P. brass | Each | 2 | 803.7 | 1,607.4 |
| 129 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 80 | 1,151.9 | 92,152 |
| 130 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 598.5 | 5,985 |
| 131 | Sand cast iron S&S as per IS - 1729 | Each | 16 | 470.45 | 7,527.2 |
| 132 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 1,138.65 | 11,386.5 |
| 133 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 2 | 168.35 | 336.7 |
| 134 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 2 | 231.95 | 463.9 |
| 135 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 2 | 14,999.15 | 29,998.3 |
| 136 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 200 | 1,301.35 | 2,60,270 |
| 137 | 20 mm nominal dia Pipes | Metre | 15 | 335 | 5,025 |
| 138 | 25 mm nominal dia Pipes | Metre | 20 | 401.55 | 8,031 |
| 139 | 15 mm nominal dia Pipes | Metre | 15 | 497.8 | 7,467 |
| 140 | 25 mm nominal dia Pipes | Metre | 30 | 627.25 | 18,817.5 |
| 141 | 40 mm nominal dia Pipes | Metre | 50 | 563.05 | 28,152.5 |
| 142 | 15 mm dia nominal bore | Metre | 300 | 366.4 | 1,09,920 |
| 143 | 15 mm dia nominal bore | Metre | 10 | 322.15 | 3,221.5 |
| 144 | 40 mm dia nominal bore | Metre | 30 | 617.05 | 18,511.5 |
| 145 | 25 to 40 mm nominal bore | Each | 1 | 911.9 | 911.9 |
| 146 | 50 to 80 mm nominal bore | Each | 10 | 1,785.35 | 17,853.5 |
| 147 | 25 mm nominal bore | Each | 10 | 622.4 | 6,224 |
| 148 | 15 mm nominal bore | Each | 10 | 406.85 | 4,068.5 |
| 149 | 15 mm nominal bore | Each | 20 | 318.35 | 6,367 |
| 150 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. | Per Litre | 9500 | 11 | 1,04,500 |
| 151 | 15 mm nominal bore | Each | 35 | 820.7 | 28,724.5 |
| 152 | 15 mm nominal bore | Each | 20 | 670.45 | 13,409 |
| 153 | 15mm nominal bore | Each | 10 | 574.3 | 5,743 |
| 154 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 8 | 176.85 | 1,414.8 |
| 155 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 4 | 118.5 | 474 |
| 156 | 100 mm nominal dia | Each | 4 | 37.6 | 150.4 |
| 157 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 2 | 257.6 | 515.2 |
| 158 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 4 | 156.9 | 627.6 |
| 159 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 2 | 121.4 | 242.8 |
| 160 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 6 | 111.45 | 668.7 |
| 161 | 150 mm dia. R.C.C. pipe | Metre | 50 | 556.45 | 27,822.5 |
| 162 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 50 | 530.9 | 26,545 |
| 163 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 50 | 634.45 | 31,722.5 |
| 164 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 5 | 1,176.8 | 5,884 |
| 165 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 5 | 638.35 | 3,191.75 |
| 166 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 2 | 16,112.1 | 32,224.2 |
| Schedule total | ₹3,78,88,007.25 | ||||
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