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Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
31 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR.DENC
19 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or "V" whichever is 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. As per IRGCC April-2022, Para 10.2 & 17.15.2 of Tender Form (Second Sheet) of Annexure I, each bidder or each member of a JV must fill Annexure-VIB separately and submit requisite information along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Proforma of Annexure-VIB attached in documents.
As per IRGCC April-2022 Para 10.3 & 17.15.3 of Tender Form (Second Sheet) of Annexure I, for tenders having advertised value more than Rs 20 crore wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender. The tender/ technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI. Proforma of Annexure-VI attached in documents.
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 of the previous three financial years. 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. Non submission of above, the offer will be summarily rejected. Proforma of Annexure-VIB attached in documents.
The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender.
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: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b (1): Separate completed works of minimum required values shall also be considered for fulfilment of technical eligibility criteria for different components.
In such cases, what constitutes a component in a composite work shall be clearly predefined with estimated tender cost of it, as part of the tender documents without any ambiguity.
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.
Definition of Similar Work: Construction of Any Building Work.
78 conditions · 8 needing a document upload
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.
Signature on Receipts for Amount.
Every receipt for money which may become payable or for any security which may become transferable to the Contractors under these presents, shall, if signed in the partnership name by anyone of the partners of a Contractor's firm be a good and sufficient discharge to the Railway in respect of the moneys or security purported to be acknowledged thereby and in the event of death of any of the Contractor, partners during the pendency of the contract, it is hereby expressly agreed that every receipt by anyone of the surviving Contractor partners shall if so signed as aforesaid be good and sufficient discharge as aforesaid provided that nothing in this Clause contained shall be deemed to prejudice or effect any claim which the Railway may hereafter have against the legal representative of any Contractor partner so dying for or in respect to any breach of any of the conditions of the contract, provided also that nothing in this clause contained shall be deemed to prejudice or effect the respective rights or obligations of the Contractor partners and of the legal representatives of any deceased contractor partners interse. (GCC April 2022 para 53).
Applicability of rules for this tender.
IRGCC April 2022 with upto date correction slip.
CPWD DSR (Delhi Schedule of Rates) and CPWD Specifications (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 01.06.2021 with latest Correction Slips issued from time to time by CPWD.
Relevant IS-Codes and Railway Codes and Manuals.
In these Special Conditions of Contract the following terms shall have the meaning hereby assigned to them except where the context otherwise requires.
(a)"General Condition of Contract" shall mean General Conditions of Contract- April 2022 as contained in Western Railway, Engineering Department "Indian Railways Unified standard specifications (works and materials) Vol-I &II".
"Specifications" shall mean the Specifications for Materials and Works of the Railway as specified under the authority of the Ministry of Railways or Chief Engineer or as amplified, added to or superseded by special specifications if any, appended to the Tender Forms. (GCC April 2022 Part I para I Instructions to tenderers (ITT)).
Standard Schedule of Rates (SSOR) shall mean the schedule of Rates adopted by the Railway, which includes- 1."Unified Standard Schedule of Rates of the Railway (USSOR)" i.e. the Standard Schedule of Rates of the Railway issued under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents; 2. "Delhi Schedule Of Rates (DSR)" i.e. the Standard Schedule of Rates published by Director General/ Central Public Works Department, Government of India, New Delhi, as adopted and modified by the Railway under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents.
If any dispute arises between the parties with respect to this agreement any application or suit shall be instituted only in the; court with the local limits or whose Jurisdiction, the Western Railway's Divisional Headquarters office is situated and both the parties shall be bound by this clause. (Head Quarters Letter No. CE-Circular No. 11/No. W/623/5/ARB/1 dt. 26.04.04).
Rajkot Division - Providing Duty Bunk and Improvement to LC gate in WANKANER- NAVLAKHI & DAHISARA-MALIYA MIYANA Section.
DRM-RJT-2026-27-E-36
DRM-RJT-2026-27-E-36
Open
Works - General
9 Months
Rajkot, Gujarat
₹0
₹4.2 L
31 Jul 2026
9 Jul 2026
17 Jul 2026
192 items across 23 schedules · ₹1,13,74,407.67 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 8 | 177.5 | 1,420 |
| 2 | Ordinary rock | cum | 2 | 498.9 | 997.8 |
| 3 | Hard rock (blasting prohibited) | cum | 2 | 1,432.95 | 2,865.9 |
| 4 | All kinds of soil. | cum | 325 | 260.3 | 84,597.5 |
| 5 | Ordinary rock | cum | 15 | 632.95 | 9,494.25 |
| 6 | Hard rock (blasting prohibited) | cum | 15 | 1,523.05 | 22,845.75 |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 30.2 | 196 | 5,919.2 |
| 8 | All kinds of soil | cum | 4 | 126.8 | 507.2 |
| 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 | 45 | 7,878.5 | 3,54,532.5 |
| 10 | 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 | 225 | 7,294.7 | 16,41,307.5 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 565 | 392.15 | 2,21,564.75 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 125 | 927.25 | 1,15,906.25 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 60 | 736.4 | 44,184 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 100 | 961.3 | 96,130 |
| 15 | 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 including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%). | cum | .34 | 10,416.75 | 3,541.7 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 1456 | — | 107.85 | 1,57,029.6 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 7000 | — | 107.85 | 7,54,950 |
| 18 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 14.2 | 9,655.7 | 1,37,110.94 |
| 19 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 20 | 10,011.35 | 2,00,227 |
| 20 | Door frame 100 mmx 60 mm | Metre | 150 | 757.1 | 1,13,565 |
| 21 | Cement mortar 1:3 (1 cement : 3 coarse sand) | Sqm | 6 | 931.75 | 5,590.5 |
| 22 | Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand). | Sqm | 30 | 711.5 | 21,345 |
| 23 | 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 | 48 | 1,267.95 | 60,861.6 |
| 24 | Sal wood | cum | .12 | 1,16,520.3 | 13,982.44 |
| 25 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 5 | 3,473.85 | 17,369.25 |
| 26 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 75 | 3,167.95 | 2,37,596.25 |
| 27 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 350 | 238.35 | 83,422.5 |
| 28 | Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. | Sqm | 20 | 1,641.15 | 32,823 |
| 29 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 12 | 228.85 | 2,746.2 |
| 30 | 125x65x2.12 mm | Each | 12 | 53 | 636 |
| 31 | 250x16 mm | Each | 50 | 193.7 | 9,685 |
| 32 | 125 mm | Each | 50 | 39.95 | 1,997.5 |
| 33 | 200x10 mm | Each | 4 | 358.4 | 1,433.6 |
| 34 | 125 mm | Each | 4 | 256.65 | 1,026.6 |
| 35 | Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. | Each | 2 | 952.8 | 1,905.6 |
| 36 | 125x75x4 mm | Each | 6 | 150.1 | 900.6 |
| 37 | 300x16 mm | Each | 2 | 303.25 | 606.5 |
| 38 | 250x16 mm | Each | 2 | 260.6 | 521.2 |
| 39 | 150x10 mm | Each | 6 | 82.55 | 495.3 |
| 40 | 125 mm | Each | 2 | 66.25 | 132.5 |
| 41 | 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 | 5 | 492.7 | 2,463.5 |
| 42 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 5 | 573.45 | 2,867.25 |
| 43 | Non decorative finish (matt finish) | Sqm | 2 | 3,997.45 | 7,994.9 |
| 44 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg 4000 | — | 117.35 | 4,69,400 |
| 45 | 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 5000 | — | 133.7 | 6,68,500 |
| 46 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 100 | 844.7 | 84,470 |
| 47 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 17 | 8,595.15 | 1,46,117.55 |
| 48 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 17 | 83.85 | 1,425.45 |
| 49 | 25 mm thick | Sqm | 77 | 1,948.25 | 1,50,015.25 |
| 50 | 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 | 126 | 2,354.7 | 2,96,692.2 |
| 51 | 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 | 24 | 1,315.3 | 31,567.2 |
| 52 | Size of Tile 600x600 mm | Sqm | 35 | 1,553.45 | 54,370.75 |
| 53 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 54 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 200 | 738.65 | 1,47,730 |
| 55 | 1:4 (1 cement: 4 fine sand) | Sqm | 600 | 347.05 | 2,08,230 |
| 56 | 1:6 (1 cement: 6 fine sand) | Sqm | 225 | 333.35 | 75,003.75 |
| 57 | 1:4 (1 cement: 4 fine sand) | Sqm | 600 | 471.35 | 2,82,810 |
| 58 | 1:6 (1 cement: 6 fine sand) | Sqm | 240 | 450 | 1,08,000 |
| 59 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 225 | 262.7 | 59,107.5 |
| 60 | New work (three or more coats) | Sqm | 350 | 39.05 | 13,667.5 |
| 61 | 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 | 400 | 185.65 | 74,260 |
| 62 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm 1270.19 | — | 116.9 | 1,48,485.21 |
| 63 | 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 | 225 | 160.6 | 36,135 |
| 64 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 10 | 176.25 | 1,762.5 |
| 65 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 10 | 170.7 | 1,707 |
| 66 | Two or more coats on new work | Sqm | 300 | 155.9 | 46,770 |
| 67 | Old work (one or more coats) | Sqm 1500 | — | 62.7 | 94,050 |
| 68 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm 1000 | — | 112.9 | 1,12,900 |
| 69 | Long pattern W.C Pan of size 580x440 mm | Each | 1 | 3,501.7 | 3,501.7 |
| 70 | 3 mm thick | Sqm | 280 | 537.45 | 1,50,486 |
| 71 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 50 | 2,434.25 | 1,21,712.5 |
| 72 | In cement mortar | cum | 80 | 2,458.95 | 1,96,716 |
| 73 | Of area 3 sq. metres and below | Each | 150 | 367.2 | 55,080 |
| 74 | Of area beyond 3 sq. metres | Each | 18 | 502.75 | 9,049.5 |
| 75 | R.S. Joists | Kg 5000 | — | 3.4 | 17,000 |
| 76 | For thickness of tiles 10 mm to 25 mm | Sqm | 600 | 73.4 | 44,040 |
| 77 | 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 | 600 | 54.65 | 32,790 |
| 78 | 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 | 400 | 263.95 | 1,05,580 |
| 79 | Moorum | cum | 350 | 768.25 | 2,68,887.5 |
| 80 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 50 | 11,129.55 | 5,56,477.5 |
| 81 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 50 | 2,648.85 | 1,32,442.5 |
| 82 | White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm C.P. brass pillar tap | Each | 2 | 2,226.35 | 4,452.7 |
| 83 | Orissa pattern W.C. pan of size 580x440 mm | Each | 15 | 3,169.05 | 47,535.75 |
| 84 | 32 mm dia | Each | 50 | 103.9 | 5,195 |
| 85 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 20 | 1,044.75 | 20,895 |
| 86 | Sand cast iron S&S as per IS: 3989 | Each | 1 | 1,996.5 | 1,996.5 |
| 87 | 32 mm nominal dia Pipes | Metre | 100 | 518.75 | 51,875 |
| 88 | 32 mm nominal dia Pipes | Metre | 400 | 438.6 | 1,75,440 |
| 89 | 15 mm dia nominal bore | Metre | 20 | 366.4 | 7,328 |
| 90 | 25 mm dia nominal bore | Metre | 20 | 551.7 | 11,034 |
| 91 | 15 mm dia nominal bore | Metre | 100 | 322.15 | 32,215 |
| 92 | 25 mm dia nominal bore | Metre | 40 | 467.75 | 18,710 |
| 93 | 15 mm nominal bore | Each | 1 | 353.25 | 353.25 |
| 94 | 15 mm nominal bore | Each | 1 | 353.25 | 353.25 |
| 95 | 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 16000 | — | 11 | 1,76,000 |
| 96 | 15 mm nominal bore | Each | 80 | 506.8 | 40,544 |
| 97 | 100 mm diameter | Metre | 25 | 443.6 | 11,090 |
| 98 | 150 mm diameter | Metre | 75 | 695.8 | 52,185 |
| 99 | 150 mm diameter S.W. pipe | Metre | 50 | 1,179.85 | 58,992.5 |
| 100 | 300 mm dia. R.C.C. pipe | Metre | 300 | 994.3 | 2,98,290 |
| 101 | Circular shape 500 mm internal diameter | Each | 4 | 1,172.6 | 4,690.4 |
| 102 | 600 mm dia RCC pipes. | Metre | 100 | 3,401.25 | 3,40,125 |
| 103 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 200 | 495.05 | 99,010 |
| 104 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 200 | 598.6 | 1,19,720 |
| 105 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 10 | 1,139.3 | 11,393 |
| 106 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 50 | 1,115.4 | 55,770 |
| 107 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 50 | 1,176.8 | 58,840 |
| 108 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 10 | 1,685.4 | 16,854 |
| 109 | 300 mm dia | Metre | 30 | 825.7 | 24,771 |
| 110 | 300 mm dia | Metre | 30 | 1,870.6 | 56,118 |
| 111 | 200 mm nominal size dia | Metre | 30 | 1,113.35 | 33,400.5 |
| 112 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 1 | 1,509.8 | 1,509.8 |
| 113 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 1 | 1,538.25 | 1,538.25 |
| 114 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | cum | 1 | 1,538.25 | 1,538.25 |
| 115 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 30 | 2,442.75 | 73,282.5 |
| 116 | 200 mm nominal size dia | Metre | 20 | 2,571.05 | 51,421 |
| 117 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour | 5 | 1,085.05 | 5,425.25 |
| 118 | 200 mm dia | Each | 6 | 321.15 | 1,926.9 |
| 119 | 200 mm clamp | Each | 1 | 2,293.65 | 2,293.65 |
| 120 | 200 mm dia | Each | 6 | 357.6 | 2,145.6 |
| 121 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 40 | 7,387.25 | 2,95,490 |
| 122 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 25 | 9,844.65 | 2,46,116.25 |
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ProformaofAnnexure-VIB.pdf
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Annexure-VI.pdf
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Annexure-VVARevisedFormatForCertificate.pdf
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TermsandConditionsforelectricalworkDUTYBUNK2.pdf
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