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Tender Value
₹3.8 Cr
EMD Value
₹3.4 L
Closing Date
13 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
ADEN RPC
15 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V whichever less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(a)(a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b)(b) (i)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: for b (i) separate completed works of minimum required values shall also be considered for fulfilment of technical eligibility criteria for different components. (b)(ii)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (iii) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contract or through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing.
However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work. similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Similar Nature of work: - Construction of buildings/quarters work. Note:- Zone works for repair maintenance of service building/residential quarter will not be considered similar work as "Construction of building/quarters work.
2 conditions
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.
I/ We have visited the works site and I / We am / are aware of the site conditions.
Sr. DEN/N Section - Construction of new quarters for staff/officers at NNL, NIP, DBLA of Type-II (08 Units), Type-III (05 Units) & Type-IV (02 Units) Total-15 units.
ENGG-JP-2025-26-93R~NWR
ENGG-JP-2025-26-93R
Open
Works - General
12 Months
Jaipur, Rajasthan
₹0
₹3.4 L
13 Jan 2026
17 Dec 2025
30 Dec 2025
107 items across 1 schedule · ₹6,16,21,758.15 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 1930 | 286.85 | 5,53,620.5 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 1000 | 253.95 | 2,53,950 |
| 3 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 200 | 6,326.05 | 12,65,210 |
| 4 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 15 | 9,277.75 | 1,39,166.25 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2400 | 307.95 | 7,39,080 |
| 6 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 6500 | 766.55 | 49,82,575 |
| 7 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 1310 | 608.35 | 7,96,938.5 |
| 8 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1800 | 804.25 | 14,47,650 |
| 9 | Stairs, (excluding landings) except spiral- staircases | Sqm | 220 | 657.75 | 1,44,705 |
| 10 | Under 20 cm wide | Metre | 65 | 181.9 | 11,823.5 |
| 11 | Above 20 cm wide | Sqm | 65 | 772.1 | 50,186.5 |
| 12 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 300 | 853.75 | 2,56,125 |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick | Sqm | 100 | 699.45 | 69,945 |
| 14 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the 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 | 15 | 18,644.6 | 2,79,669 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 49000 | 89.65 | 43,92,850 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 100000 | 89.65 | 89,65,000 |
| 17 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 500 | 8,825.35 | 44,12,675 |
| 18 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 1000 | 10,477.75 | 1,04,77,750 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 580 | 8,288.35 | 48,07,243 |
| 20 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 80 | 837.85 | 67,028 |
| 21 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 600 | 1,018.05 | 6,10,830 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 6,653.45 | 9,98,017.5 |
| 23 | Red sand stone | cum | 4 | 76,051 | 3,04,204 |
| 24 | Area of slab over 0.50 sqm | Sqm | 98 | 4,425.35 | 4,33,684.3 |
| 25 | 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 | 720 | 1,063.45 | 7,65,684 |
| 26 | 18 mm thick | Sqm | 30 | 869.1 | 26,073 |
| 27 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 170 | 2,818.5 | 4,79,145 |
| 28 | Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. | Metre | 60 | 511.55 | 30,693 |
| 29 | With 12 mm mild steel U beading | Sqm | 250 | 812.4 | 2,03,100 |
| 30 | 300x16 mm | Each | 77 | 180.55 | 13,902.35 |
| 31 | 250x16 mm | Each | 60 | 165.9 | 9,954 |
| 32 | 200x10 mm | Each | 77 | 61.05 | 4,700.85 |
| 33 | 150x10 mm | Each | 60 | 53.05 | 3,183 |
| 34 | 125 mm | Each | 180 | 35.2 | 6,336 |
| 35 | Single rubber stopper | Each | 90 | 35.5 | 3,195 |
| 36 | Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (+/- 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (+/-0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer's specification and direction of Engineer-in-charge. | Metre | 200 | 545.6 | 1,09,120 |
| 37 | Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm (+/- 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( +/- 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 52 | 3,654.45 | 1,90,031.4 |
| 38 | Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (+/- 0.2 mm). Both verticalssides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (+/- 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineer- in-charge. | Metre | 30 | 611.2 | 18,336 |
| 39 | Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm (+/- 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm (+/- 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm (+/- 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit beading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer's specification and direction of engineer-in-charge. | Sqm | 6 | 3,954.15 | 23,724.9 |
| 40 | Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) | Sqm | 20 | 10,443.75 | 2,08,875 |
| 41 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 2800 | 111.95 | 3,13,460 |
| 42 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 2100 | 175.65 | 3,68,865 |
| 43 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 420 | 471.25 | 1,97,925 |
| 44 | 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 | 73 | 185.2 | 13,519.6 |
| 45 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 300 | 142.3 | 42,690 |
| 46 | 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.). | Kg | 290 | 612.25 | 1,77,552.5 |
| 47 | Light shade pigment using white cement | Sqm | 145 | 1,295.2 | 1,87,804 |
| 48 | Size of Tile 600x600 mm | Sqm | 1350 | 1,416.65 | 19,12,477.5 |
| 49 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 50 | 3,908.8 | 1,95,440 |
| 50 | In 75x75 mm deep chase | Metre | 370 | 260.2 | 96,274 |
| 51 | 110 mm diameter | Metre | 660 | 319.75 | 2,11,035 |
| 52 | 110 mm | Each | 72 | 119.95 | 8,636.4 |
| 53 | 110 mm | Each | 56 | 110.6 | 6,193.6 |
| 54 | 110x110x110 mm | Each | 12 | 205.45 | 2,465.4 |
| 55 | 110 mm bend | Each | 12 | 132 | 1,584 |
| 56 | 110 mm Shoe | Each | 12 | 115.95 | 1,391.4 |
| 57 | 110 mm | Each | 30 | 309.5 | 9,285 |
| 58 | 1:6 (1 cement: 6 fine sand) | Sqm | 1200 | 324.3 | 3,89,160 |
| 59 | 1:6 (1 cement: 6 fine sand) | Sqm | 2520 | 382.1 | 9,62,892 |
| 60 | 1:6 (1 cement: 6 coarse sand) | Sqm | 6300 | 294.35 | 18,54,405 |
| 61 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1200 | 401.35 | 4,81,620 |
| 62 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 8820 | 214.3 | 18,90,126 |
| 63 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 1200 | 162.35 | 1,94,820 |
| 64 | 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 | 8820 | 158.95 | 14,01,939 |
| 65 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 160 | 61.45 | 9,832 |
| 66 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 160 | 55.5 | 8,880 |
| 67 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 240 | 951 | 2,28,240 |
| 68 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 33 | 5,781.35 | 1,90,784.55 |
| 69 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 8 | 5,540.55 | 44,324.4 |
| 70 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 39 | 2,275 | 88,725 |
| 71 | 610x510 mm bowl depth 200 mm | Each | 2 | 4,274.4 | 8,548.8 |
| 72 | 610x460 mm bowl depth 200 mm | Each | 26 | 3,337.85 | 86,784.1 |
| 73 | Orissa pattern W.C. pan of size 580x440 mm | Each | 8 | 2,758.2 | 22,065.6 |
| 74 | 10 litre capacity - White | Each | 39 | 1,023.05 | 39,898.95 |
| 75 | Flat back wash basin of size 550x400 mm | Each | 8 | 915.45 | 7,323.6 |
| 76 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 73 | 45.25 | 3,303.25 |
| 77 | Providing and fixing 600x450 mm beveled edge 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. | Each | 39 | 1,411.15 | 55,034.85 |
| 78 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 10 | 942.15 | 9,421.5 |
| 79 | C.P. brass | Each | 4 | 680.8 | 2,723.2 |
| 80 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 73 | 1,077.4 | 78,650.2 |
| 81 | Hubless centrifugally cast (spun) i r o n pipes epoxy coated inside & outside IS:15905 | Each | 34 | 346.05 | 11,765.7 |
| 82 | Sand cast iron S&S as per IS - 1729 | Each | 73 | 671.2 | 48,997.6 |
| 83 | With 100 mm dia | Each | 73 | 627.05 | 45,774.65 |
| 84 | Sand cast iron S&S as per IS - 1729 | Each | 73 | 392.9 | 28,681.7 |
| 85 | Sand cast iron S&S as per IS: 3989 | Each | 64 | 1,604.1 | 1,02,662.4 |
| 86 | 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 | 4 | 146.3 | 585.2 |
| 87 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 8 | 600.35 | 4,802.8 |
| 88 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. | Each | 8 | 607.05 | 4,856.4 |
| 89 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 2 | 16,100.4 | 32,200.8 |
| 90 | 15 mm dia nominal bore | Metre | 50 | 304.15 | 15,207.5 |
| 91 | 25 mm dia nominal bore | Metre | 50 | 491.2 | 24,560 |
| 92 | 15 mm dia nominal bore | Metre | 290 | 485.2 | 1,40,708 |
| 93 | 20 mm dia nominal bore | Metre | 290 | 541.1 | 1,56,919 |
| 94 | 25 mm dia nominal bore | Metre | 184 | 417.95 | 76,902.8 |
| 95 | 50 mm dia nominal bore | Metre | 290 | 654.2 | 1,89,718 |
| 96 | 100 mm diameter | Each | 39 | 166.35 | 6,487.65 |
| 97 | 15 mm nominal bore | Each | 8 | 682.9 | 5,463.2 |
| 98 | 25 mm nominal bore | Each | 8 | 789.95 | 6,319.6 |
| 99 | 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. | Litre | 17000 | 9.7 | 1,64,900 |
| 100 | 15 mm nominal bore | Each | 73 | 434.2 | 31,696.6 |
| 101 | 15 mm nominal bore | Each | 73 | 715.05 | 52,198.65 |
| 102 | 15mm nominal bore | Each | 40 | 500.35 | 20,014 |
| 103 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 73 | 103.15 | 7,529.95 |
| 104 | 205 X 19 mm | Each | 25 | 292.8 | 7,320 |
| 105 | 255 X 19 mm | Each | 25 | 329.2 | 8,230 |
| 106 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 60 | 585.55 | 35,133 |
| 107 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 4 | 7,510.75 | 30,043 |
| Schedule total | ₹6,16,21,758.15 | ||||
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