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Tender Value
₹5.8 Cr
EMD Value
₹4.4 L
Closing Date
29 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DEN S
21 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 and '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. ( Click here to download Format)
The balance sheet and all other financial documents attested/certified by CAs to substantiate fulfilment of Financial Eligibility Criteria should be 1.2.1 with UDIN, failing which the offer is likely to be rejected without any further notice.
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: (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.
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, 1.1.1 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.
Explanation for Eligibility criteria: 1. Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender. 2. In case a work is started prior to 07 (seven) years, ending last day of month previous to the one in which tender is invited, but completed in last 07 (seven) years, ending last day of month previous to the one in which tender is invited, the completed work shall be considered for fulfillment of credentials. 3. If a work is physically completed and completion certificate to this extent is issued by the concerned organization but final bill is pending, such work shall be considered for fulfillment of credentials 4. In case of completed work, the value of final bill (gross amount) including the PVC amount (if paid) shall be considered as the completion cost of work. In case final bill is pending, only the total gross amount already paid including the PVC amount (if paid) shall be considered as the completion cost of work. In case of substantially completed work, the total gross amount already paid including the PVC amount (if paid), as mentioned in the certificate, shall be considered as the cost of substantially completed work. 5. If a bidder has successfully completed a work as subcontractor and the work experience certificate has been issued for such work to the subcontractor by a Govt. Organization or public listed company as defined in Note for Item 10.1 Para 10 of the Tender Form (Second Sheet), the same shall be considered for the purpose of fulfillment of credentials. 6. In case a work is considered similar in nature for fulfillment of technical credentials, the overall cost including the PVC amount (if paid) of that completed work or substantially completed work, shall be considered and no separate evaluation for each component of that work shall be made to decide eligibility. 7. In case of newly formed partnership firm, the credentials of individual partners from previous propriety firm(s) or dissolved previous partnership firm(s) or split previous partnership firm(s), shall be considered only to the extent of their share in previous entity on the date of dissolution / split and their share in newly formed partnership firm. For example, a partner A had 30% share in previous entity and his share in present partnership firm is 20%. In the present tender under consideration, the credentials of partner A will be considered to the extent of 0.3*0.2*value of the work done in the previous entity. For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deed(s), dissolution deed(s) and proof of surrender of PAN No.(s) in case of dissolution of partnership firm(s) etc.
8. In case of existing partnership firm, if any one or more partners quit the partnership firm, the credentials of remaining partnership firm shall be re-worked out i.e., the quitting partner(s) shall take away his credentials to the extent of his share on the date of quitting the partnership firm (e.g. in a partnership firm of partners A, B & C having share 30%, 30% & 40% respectively and credentials of Rs 10 crore; in case partner C quits the firm, the credentials of this partnership firm shall remain as Rs 6 crore). For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deed(s), dissolution deed(s) and proof of surrender of PAN No.(s) in case of dissolution of partnership firm(s) etc. 9. In case of existing partnership firm if any new partner(s) joins the firm without any modification in the name and PAN/TAN no. of the firm, the credentials of partnership firm shall get enhanced to the extent of credentials of newly added partner(s) on the same principles as mentioned in item 6 above. For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deeds, dissolution/splitting deeds and proof of surrender of PAN No.(s) in case of dissolution of partnership firm etc. 10. Any partner in a partnership firm cannot use or claim his credentials in any other firm without leaving the 1.2.1 partnership firm i.e., In a partnership firm of A&B partners, A or B partner cannot use credentials of partnership firm of A&B partners in any other partnership firm or propriety firm without leaving partnership firm of A&B partners. 11. In case a partner in a partnership firm is replaced due to succession as per succession law, the proportion of credentials of the previous partner will be passed on to the successor. 12. If the percentage share among partners of a partnership firm is changed, but the partners remain the same, the credentials of the firm before such modification in the share will continue to be considered for the firm as it is without any change in their value. Further, in case a partner of partnership firm retires without taking away any credentials from the firm, the credentials of partnership firm shall remain the same as it is without any change in their value. 13. In a partnership firm "AB" of A&B partners, in case A also works as propriety firm "P" or partner in some other partnership firm "AX", credentials of A in propriety firm "P" or in other partnership firm "AX" earned after the date of becoming a partner of the firm AB shall not be added in partnership firm AB. 14. In case a tenderer is LLP, the credentials of tenderer shall be worked out on above lines similar to a partnership firm. 15. In case company A is merged with company B, then company B would get the credentials of company A also.]
Defination of Similar Work :- Any Civil Engineering work.
49 conditions
Compliance with the GST Act, 2017 - Change in para (a) of clause 6, part I of Indian Railway Standard General Conditions of Contract, April'2022.
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in Clause-37 of the Standard General Conditions of Contract for the completion of works to the entire satisfaction of the Engineer.
Tenderers will examine the various provisions of The Central Goods and Services Tax Act, 2017(CGST)/ Integrated Goods and Services Tax Act, 2017(IGST)/ Union Territory Goods and Services Tax Act, 2017(UTGST)/ respective state's State Goods and Services Tax Act (SGST) also, as notified by Central/State Govt.& as amended from time to time and applicable taxes before bidding. Tenderers will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates.
The successful tenderer who is liable to be registered under CGST/IGST/UTGST/SGST Act shall submit GSTIN along with other details required under CGST/IGST/UTGST/SGST Act to railway immediately after the award of contract, without which no payment shall be released to the Contractor. The Contractor shall be responsible for deposition of applicable GST to the concerned authority.
In case the successful tenderer is not liable to be registered under CGST/IGST/UTGST/ SGST Act, the railway shall deduct the applicable GST from his/their bills under reverse charge mechanism (RCM) and deposit the same to the concerned authority.
The work is chargeable to Estt. No. (i) 181/South/KGP/2025 (Project ID: 12.03.29.25.3.52.005) for Rs.1,31,53,530.15/- & (ii) 182/South/KGP/2025 (Project ID: 12.03.29.25.3.52.004) for Rs.4,46,47,114.50/-.
All the bidders / tenderers should ensure that they are GST compliant and their quoted rates are as per GST law.
Tender value is inclusive of GST. Agencies must quote their rates including GST.
In the instant tender GST is applicable at rate of Eighteen percent (18%).
However, inter se ranking will be done on the quoted value including GST applicable on the date of opening.
In case of increase or decrease in GST rate, same will be either paid by railway or recovered from the agency as the case may be.
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.
If necessary, the contractor has to make the detail drawing of the work and has to made it approved by a Govt. College/University/Institution. No extra payment will be admissible on this account.
The items covered under CPWD DSR-2021, CPWD Horticulture- 2020 and SER-IR-USSOR-2021 are tentative and approximate and these are considered for evaluation of DV only. However the items covered under CPWD DSR-2021, CPWD Horticulture-2020 and SER-IR-USSOR-2021 may be altered within the scope of work as per instruction of Engineer- in Charge according to site requirement if required. Decision of Engineer in Charge in this regard will be final and binding to all.
In case damage is caused to OFC / Quad cable / signaling cable during execution of the work, the contractor is liable to pay a penalty for damaging the cable. Penalty shall not be levied in case of the following: (i) Detailed cable route plan not provided by concerned department or cable is not protected as per laid down procedures, (ii) The alignment of the cable does not tally with the information provided to the contractor, (iii) The cable depth is found to be less than 800 mm from normal ground level, (iv) No representative of S&T department / Rail Tel was available at site guarding the cables on the fixed pre determined date and time. Penalty to be imposed for damages to cable shall be as under: (a) Only Quad cable or Signaling cable ----- Rs.1.00 Lakh per location, (b) Only OFC ----- Rs.1.25 Lakh per location, (c) Both OFC & Quad ----- Rs.1.50 Lakh per location, (d) Electrical Cable ----- Rs.1.00 Lakh per location. (Telecom Circular No. 17/2013 issued by Railway Board vide No. 2003/Tele/RCIL/1 Pt.IX dated 24.06.2013 is binding to this contract and should be followed in spirit).
One Graduate Engineer and One qualified surveyor must be deputed exclusively for this contract and they must not be engaged to supervise any other work.
All P.Way and Civil contractors that all labours engaged on any work on track and civil construction site must be equipped with all necessary safety equipment like green retro reflective safety jacket, safety helmet and safety shoe, harness etc. as per direction of Engineer-in-charge or his authorize representative at site all the times without fail.
Special Conditions for allied electrical work:
The Civil Contractor should carry out the Electrical portion work by Electrical Contractor having valid electrical license.
The allied electrical works will be executed under supervision of SSE (Electrical) of concerned section and all the measurements, MB related to electrical work will be recorded by him.
All the necessary drawings and makes of schedule items are to be got approved before supply by Sr.DEE(G)/KGP.
Inspection and testing by RITES / authorized railway representative to be followed as per extant rules.
All the electrical equipment will be star rated and energy efficient.
MCB's are to be type 'C' type and MCCBs are to be microprocessor based.
IF required, contractor should mobillse to do night working for which they will be required to have their own sufficient lighting arrangement. No extra payment will be admissible on this account.
The Contractor with the help of his Engineer or Diploma holder , as the case be , shall make necessary Drawings, sketches, plotting, peg markings etc. as desired by the Engineer-in-charge. No extra cost shall be claimed on this account.
The quantities specified in the tender schedule are only approximate and liable to vary.
(i) Standardization of non-interlocked gate goomty & (ii) Improvement of gate goomty, provision of shed, 24 Hrs. water supply and toilet facilities in Rupsa- Bangriposi section under ADEN/BLS. (2nd call)
E-KGP-South-02-2026~SER
E-KGP-South-02-2026
Open
Works - General
12 Months
Paschim Medinipur, West Bengal
₹0
₹4.4 L
29 Jan 2026
2 Jan 2026
15 Jan 2026
114 items across 3 schedules · ₹5,06,78,893.98 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1460 | 177.5 | 2,59,150 |
| 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 | 1800 | 700.5 | 12,60,900 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 360 | 2,123.75 | 7,64,550 |
| 4 | 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 | 220 | 7,878.5 | 17,33,270 |
| 5 | 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 | 30 | 7,294.7 | 2,18,841 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 660 | 392.15 | 2,58,819 |
| 7 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 800 | 842.5 | 6,74,000 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 290 | 927.25 | 2,68,902.5 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 425 | 736.4 | 3,12,970 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 350 | 961.3 | 3,36,455 |
| 11 | 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 | 20 | 10,585.9 | 2,11,718 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 30800 | 107.85 | 33,21,780 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 37000 | 107.85 | 39,90,450 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 185 | 9,504.75 | 17,58,378.75 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 280 | 9,860.4 | 27,60,912 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 167 | 7,132.25 | 11,91,085.75 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 80 | 9,105.95 | 7,28,476 |
| 18 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 964 | 905.05 | 8,72,468.2 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 260 | 9,095.05 | 23,64,713 |
| 20 | 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 | 715 | 1,267.95 | 9,06,584.25 |
| 21 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 250 | 238.35 | 59,587.5 |
| 22 | 100X58X1.90 mm | Each | 114 | 107.1 | 12,209.4 |
| 23 | 250x16 mm | Each | 76 | 260.6 | 19,805.6 |
| 24 | 125 mm | Each | 76 | 66.25 | 5,035 |
| 25 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm ( +/- 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm ( +/- 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). | Sqm | 82 | 2,969.25 | 2,43,478.5 |
| 26 | 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 | 210 | 492.7 | 1,03,467 |
| 27 | 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 | 10100 | 133.7 | 13,50,370 |
| 28 | Using flats 30x6 mm for diagonal braces and central cross piece | Sqm | 76 | 5,563.75 | 4,22,845 |
| 29 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 13335 | 172.6 | 23,01,621 |
| 30 | 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 | 360 | 1,096.55 | 3,94,758 |
| 31 | Size of Tile 600x600 mm | Sqm | 1670 | 1,553.45 | 25,94,261.5 |
| 32 | 110 mm diameter | Metre | 410 | 377.4 | 1,54,734 |
| 33 | 1:4 (1 cement: 4 coarse sand) | Sqm | 2700 | 357.35 | 9,64,845 |
| 34 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2700 | 395.35 | 10,67,445 |
| 35 | 1:3 (1 cement : 3 fine sand) | Sqm | 140 | 300.45 | 42,063 |
| 36 | Neat cement punning. | Sqm | 60 | 79.95 | 4,797 |
| 37 | 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 | 1900 | 185.65 | 3,52,735 |
| 38 | 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 | 2200 | 160.6 | 3,53,320 |
| 39 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 3050 | 156.05 | 4,75,952.5 |
| 40 | Old work (one or more coats) | Sqm | 4500 | 62.7 | 2,82,150 |
| 41 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 4700 | 73.95 | 3,47,565 |
| 42 | One or more coats on old work | Sqm | 1250 | 102.8 | 1,28,500 |
| 43 | Old work (One or more coat applied @ 0.90 ltr/10 sqm). | Sqm | 5750 | 80.65 | 4,63,737.5 |
| 44 | 3 mm thick | Sqm | 550 | 537.45 | 2,95,597.5 |
| 45 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 66 | 851.5 | 56,199 |
| 46 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 33 | 3,551.25 | 1,17,191.25 |
| 47 | 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 | 3300 | 54.65 | 1,80,345 |
| 48 | 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 | 134 | 7,993.8 | 10,71,169.2 |
| 49 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 650 | 1,091.5 | 7,09,475 |
| 50 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 38 | 6,767.4 | 2,57,161.2 |
| 51 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 39 | 1,879.2 | 73,288.8 |
| 52 | Rectangular shape 453x357 mm | Each | 43 | 1,361.8 | 58,557.4 |
| 53 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 231 | 1,151.9 | 2,66,088.9 |
| 54 | Sand cast iron S&S as per IS - 1729 | Each | 6 | 598.5 | 3,591 |
| 55 | 25 mm nominal dia Pipes | Metre | 535 | 401.55 | 2,14,829.25 |
| 56 | 20 mm nominal dia Pipes | Metre | 275 | 537.6 | 1,47,840 |
| 57 | 25 mm nominal dia Pipes | Metre | 150 | 627.25 | 94,087.5 |
| 58 | 50 mm nominal dia Pipes | Metre | 715 | 794.25 | 5,67,888.75 |
| 59 | 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 | 21500 | 11 | 2,36,500 |
| 60 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 43 | 125.6 | 5,400.8 |
| 61 | 20 mm nominal bore, 89 mm long, weighing not less than 88 gms | Each | 43 | 129.9 | 5,585.7 |
| 62 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 110 | 495.05 | 54,455.5 |
| 63 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 25 | 598.6 | 14,965 |
| 64 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 40 | 1,176.8 | 47,072 |
| 65 | 300 mm dia | Metre | 3770 | 707.75 | 26,68,217.5 |
| 66 | 300 mm dia | Metre | 25 | 1,695.1 | 42,377.5 |
| 67 | 150 mm nominal size dia | Metre | 3290 | 793.25 | 26,09,792.5 |
| 68 | 150 mm nominal size dia | Metre | 430 | 807.45 | 3,47,203.5 |
| 69 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. | cum | 164 | 2,024.5 | 3,32,018 |
| 70 | 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 | 516 | 1,085.05 | 5,59,885.8 |
| 71 | 100 mm dia | Each | 5 | 265.1 | 1,325.5 |
| 72 | 150 mm dia | Each | 38 | 322 | 12,236 |
| 73 | Frame size 65 x 100 mm | Metre | 28 | 1,111.3 | 31,116.4 |
| 74 | 30 mm thick | Sqm | 12 | 4,764.2 | 57,170.4 |
| Schedule total | ₹4,74,78,337.8 | ||||
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