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Tender Value
₹7.7 Cr
EMD Value
₹5.4 L
Closing Date
17 Apr 2026, 2:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
HQ TENDER
30 conditions · 2 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. 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.
Standard Technical Criteria are as follows:
Defination of Similar Work :- As per Tender Document
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 tender, Or
Two similar works, each costing not less than the amount equal to 40% of advertised value of tender, Or
One similar work costing not less than the amount equal to 60% of advertised value of tender.
In case of composite works, 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 costing not less than the amount equal to 60% of advertised value of each component of tender.
Note for (1.2): Separate completed works of minimum required values 1.3.4 shall also be considered for fulfillment of technical eligibility criteria for different components.
Note: (a)The 'work' includes subletted works also, if awarded to subleting contractor with the approval of main client. The work experience certificate of subletted work should be issued by the main client only, to be eligible for consideration. 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 Contractor 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. (b)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.
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 1.4.1 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.
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.
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.
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 1.6.1 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.
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 1.2.4 & 1.3, the same shall be considered for the purpose of fulfillment of credentials.
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.
49 conditions · 6 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.
Tenders have been invited for and on behalf of the President of India for the work mentioned as per NIT.
Tender documents are not transferable .
It is understood that you are agreed to abide by the conditions those are laid down in the tender document when you submit the tender.
The tender document includes various chapters, drawings and annexures as enclosed, those are integral parts of the tender documents.
Rates enter in to rate page shall only be considered. Rates offered in any other form /letter by the tenderer shall not be considered.
Tenders other than in form of e-Tendering shall not be accepted against this tender. For this purpose, tenderers are required to submit their offer in IREPS.
In case of any difficulty faced by the tenderer while submitting their bid in the IREPS website assistance from help desk available with the website may be sought.
Railway Administration will not be responsible for any delay/difficulties /inaccessibility of the down loading facility for any reason whatsoever. In case of any discrepancy between the tender documents down loaded from internet and the master copy available in the offices, the latter shall prevail and will be binding on the tenderer(s). No claim on this account will be entertained.
Joint venture will be permitted in the tender value more than Rs.10.00 Crs.
Tenderer(s) has to go through the "Guideline & Conditions" of JOINT VENTURE included in Tender document carefully. Non- compliance of any conditions mentioned in the guideline of JV is liable to result in the tender being rejected.
General information about the project/work is attached separately. However the tenderer(s) are advised to visit the site for appreciation before submitting of tender.
Name & mailing address of the Tenderer(s) shall be clearly mentioned in ENGLISH language.
All the information requested for Tender shall be answered in the ENGLISH language. Where information is provided in another language, this shall be accompanied by a translation of its pertinent parts into ENGLISH. This translation will govern and be used for interpreting the information.
The railway reserves the right to:
Amend the scope and value of the work.
Reject or accept any tender; and
Cancel the tender process and reject any or all tenders, at any time.
The tenderer(s) have to fill up all the documents as stated in document.
Tenderer(s) are compulsorily required to indicate page number in the check list against relevant documents submitted by him / them.
In case of two packet system of tendering, the Second packet (Finance Bid) of only eligible tenderers found in the first packet (Technical Bid) will be opened.
Incomplete tenders are liable to be rejected without further correspondence.
If any one or more of the detailed information furnished in the tenderer's documents is proved to be false at any stage, the contractor/ firm will be debarred then and there, from all the commitments connected with the tender and his/their tender/contract will be rejected/terminated and further action will be taken as per extant rules.
Clarification of Bids: To assist in the examination, evaluation & comparison and prequalification of the Tender, the Railway may, at its discretion, ask any Bidder for a clarification of its Bid. Any clarification submitted by a Bidder that is not in response to a request by the Railway shall not be entertained or considered. The Railway request for clarification and the response of the bidder in this regard shall be in writing. However, if a Bidder does not provide clarification of its bid by the date and time communicated in the Railway request for clarification, the bid shall be evaluated as per the documents submitted along with the bid.
The Railway reserves the right to reject any or all offers without assigning any reasons and his decision shall be final and binding.
Clause 6 (Care In Submission Of Tenders), Part-I of Standard General Conditions of Contract - 2022.
(a)(i) 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 r a t e s he enters in the tender f o r m s a r e adequate and all inclusive t o accord w i t h t h e provisions in Clause-37 o f the Standard General Conditions o f Contract f o r t h e completion of works to the entire satisfaction of the Engineer.
(ii) Tenderers will examine the various provisions of The Central Goods and Services Tax Act, 2017(CGST)/ Integrated Goods and Services T a x A c t , 2017(IGST)/ Union Territory Goods and Services Tax Act, 2017(UTGST)/ respective state's State Goods and Services Tax Act (SGST) also, as notified b y Central/State G ov t & as amended from tim e t o tim e 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.
(iii) 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 a f t e r t h e a w a r d o f contract, without w h i c h no payment shall be released to the contractor. The contractor shall be responsible for deposition of applicable GST to the concerned authority.
(iv)In case the successful tenderer is not liable t o be registered under CGST/IGST/UTGST/ SGST Act, the railway shall deduct the applicable GST from his/their b i l l s u n d e r r e v e r s e charge mechanism (RCM) and deposit t h e same to the concerned authority.
PRICE VARIATION clause shall be applicable for tenders having value above Rs. 2 Crores.
The Bid Security shall be deposited either in cash through e payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90days beyond the bid validity period.
Tender notice attached shall also form part of tender document.
Maintenance of various Construction Offices at Maligaon and Signal and Telecom Store/Con/Pandu, Rest houses and Residences of GM/Con, CAO/Cons ,FA and CAO/Con, under the jurisdication of Dy. Chief Engineer/Con-III, Maligaon including housekeeping of GM/CON office buildings i.e. Main Building, Annexe Building, SSE/W/C/HQ Office, Yoga Room, Canteen and premises, toilets, circulating area, drain and other Construction offices in Maligaon i.e. Geotech Lab, RPSF Barrack, SSE/Electrical/Con office and Godown, SSE/Power office in HQ by cleaning, sweeping and mopping etc of floors, toilets, drains and open areas to maintain hygiene and cleanliness and maintenance of existing/newly construction garden including planting seasonal flower and plants at GM/CON office, Nirmaan Vatika, Landscape Garden from Gate No. 3 to GM/CON, Dy.CE/CON-III office at Maligaon, Bunglows of GM/CON, CAO/CONs, PFA/CON for two years.
CE-CON-MLG-MIS-2026-02
CE-CON-MLG-MIS-2026-02
Open
Works - General
24 Months
Kamrup, Assam
₹0
₹5.4 L
17 Apr 2026
24 Mar 2026
3 Apr 2026
378 items across 4 schedules · ₹7,63,77,922.12 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 780 | 261.35 | 2,03,853 |
| 2 | 5km | cum | 50 | 261.35 | 13,067.5 |
| 3 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 150 | 227.18 | 34,077 |
| 4 | All kinds of soil | cum | 500 | 177.5 | 88,750 |
| 5 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 50 | 215.6 | 10,780 |
| 6 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 50 | 352.15 | 17,607.5 |
| 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 | 150 | 196 | 29,400 |
| 8 | 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 | 150 | 700.5 | 1,05,075 |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 100 | 2,123.75 | 2,12,375 |
| 10 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 6615 | 17.6 | 1,16,424 |
| 11 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 6615 | 8.95 | 59,204.25 |
| 12 | Beyond 30 cm girth upto and including 60 cm girth | Each | 66 | 532.35 | 35,135.1 |
| 13 | Beyond 60 cm girth upto and including 120 cm girth | Each | 33 | 2,373.5 | 78,325.5 |
| 14 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 12 | 234.75 | 2,817 |
| 15 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 570 | 38.9 | 22,173 |
| 16 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 500 | 310.05 | 1,55,025 |
| 17 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. | Metre | 500 | 279.7 | 1,39,850 |
| 18 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 50 | 8,340.85 | 4,17,042.5 |
| 19 | 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 | 7,878.5 | 3,93,925 |
| 20 | 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 | 50 | 7,294.7 | 3,64,735 |
| 21 | 1:1 1/2:3 (1 cement : 1 1/2 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 50 | 10,357.55 | 5,17,877.5 |
| 22 | Foundations, footings, bases for columns | Sqm | 150 | 392.15 | 58,822.5 |
| 23 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 150 | 842.5 | 1,26,375 |
| 24 | Columns, piers, abutments, pillars, posts and struts | Sqm | 150 | 961.3 | 1,44,195 |
| 25 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 150 | 410.85 | 61,627.5 |
| 26 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 700 | 18.15 | 12,705 |
| 27 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 25 | 9,212.6 | 2,30,315 |
| 28 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 25 | 9,568.25 | 2,39,206.25 |
| 29 | 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 | 25 | 9,045.75 | 2,26,143.75 |
| 30 | 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 | 10,852.95 | 2,17,059 |
| 31 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 150 | 392.15 | 58,822.5 |
| 32 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 150 | 736.4 | 1,10,460 |
| 33 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 150 | 961.3 | 1,44,195 |
| 34 | Stairs, (excluding landings) except spiral- staircases | Sqm | 50 | 764.95 | 38,247.5 |
| 35 | Cornices and mouldings | Sqm | 50 | 856.8 | 42,840 |
| 36 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 50 | 951.1 | 47,555 |
| 37 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 50 | 1,028.4 | 51,420 |
| 38 | Lintels, beams, plinth beams, girders, bressummers and cantilevers with water proof ply 12 mm thick | Sqm | 50 | 841.95 | 42,097.5 |
| 39 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 50 | 384.3 | 19,215 |
| 40 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1500 | 107.85 | 1,61,775 |
| 41 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1500 | 107.85 | 1,61,775 |
| 42 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | Sqm | 150 | 300.45 | 45,067.5 |
| 43 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 50 | 78.4 | 3,920 |
| 44 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 50 | 7,370.65 | 3,68,532.5 |
| 45 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 50 | 9,344.35 | 4,67,217.5 |
| 46 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 100 | 9,333.45 | 9,33,345 |
| 47 | Cement mortar 1 : 3 (1 cement : 3 coarse sand) | Sqm | 300 | 1,132.5 | 3,39,750 |
| 48 | Second class teak wood | cum | 1.5 | 1,42,949.7 | 2,14,424.55 |
| 49 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 50 | 2,600.45 | 1,30,022.5 |
| 50 | 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 | 50 | 1,800.45 | 90,022.5 |
| 51 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 142 | 3,473.85 | 4,93,286.7 |
| 52 | Fixed to steel windows by welding | Kg | 350 | 219.1 | 76,685 |
| 53 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 350 | 238.35 | 83,422.5 |
| 54 | Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. | Sqm | 150 | 1,421.95 | 2,13,292.5 |
| 55 | 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 | 150 | 1,641.15 | 2,46,172.5 |
| 56 | With 2nd class teak wood beading 62X19 mm | Sqm | 120 | 1,308.35 | 1,57,002 |
| 57 | 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 | 200 | 228.85 | 45,770 |
| 58 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 75 | 1,124.85 | 84,363.75 |
| 59 | Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of hollock wood in scantling of section 50X25 mm, fixed with nails and G.I wire on existing support complete as per direction of Engineer-in- charge. | Sqm | 250 | 689.4 | 1,72,350 |
| 60 | Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge. | Each | 50 | 850.05 | 42,502.5 |
| 61 | 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 vertical sides 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 | 150 | 763.85 | 1,14,577.5 |
| 62 | 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 | 60 | 4,362 | 2,61,720 |
| 63 | 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 | 1000 | 117.35 | 1,17,350 |
| 64 | 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 | 3500 | 133.7 | 4,67,950 |
| 65 | Hot finished seamless type tubes | Kg | 3000 | 206.35 | 6,19,050 |
| 66 | 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 | 50 | 226 | 11,300 |
| 67 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 200 | 172.6 | 34,520 |
| 68 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 50 | 844.7 | 42,235 |
| 69 | 1:4 (1 cement : 4 coarse sand) | Sqm | 50 | 1,006.95 | 50,347.5 |
| 70 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 300 | 614.2 | 1,84,260 |
| 71 | Size of Tile 600x600 mm | Sqm | 300 | 1,553.45 | 4,66,035 |
| 72 | With residual type petroleum bitumen of grade VG -10 | Sqm | 500 | 166.2 | 83,100 |
| 73 | Flat surfaces | Sqm | 250 | 1,718.95 | 4,29,737.5 |
| 74 | 75 mm diameter | Metre | 50 | 248.8 | 12,440 |
| 75 | 110 mm diameter | Metre | 80 | 377.4 | 30,192 |
| 76 | 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 | 600 | 738.65 | 4,43,190 |
| 77 | 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 | 50 | 176.25 | 8,812.5 |
| 78 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 250 | 67.4 | 16,850 |
| 79 | 150 mm diameter pipes | Metre | 250 | 113.8 | 28,450 |
| 80 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 250 | 226.25 | 56,562.5 |
| 81 | Two coats | Sqm | 250 | 142.8 | 35,700 |
| 82 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 250 | 73.95 | 18,487.5 |
| 83 | Door chowkhats | Each | 30 | 1,782.55 | 53,476.5 |
| 84 | Window chowkhats | Each | 30 | 1,125.15 | 33,754.5 |
| 85 | For door/ window/ clerestory window | Sqm | 50 | 1,264.35 | 63,217.5 |
| 86 | Repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. | Sqm | 100 | 670.95 | 67,095 |
| 87 | Orissa pattern W.C Pan of size 580x440 mm | Each | 12 | 4,478.75 | 53,745 |
| 88 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. | Each | 20 | 288.1 | 5,762 |
| 89 | Dismantling W. C . Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge. | Each | 20 | 134.1 | 2,682 |
| 90 | 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 | 50 | 3,551.25 | 1,77,562.5 |
| 91 | In cement mortar | cum | 50 | 2,060.2 | 1,03,010 |
| 92 | Of area 3 sq. metres and below | Each | 50 | 367.2 | 18,360 |
| 93 | Of area beyond 3 sq. metres | Each | 50 | 502.75 | 25,137.5 |
| 94 | For thickness of tiles 10 mm to 25 mm | Sqm | 250 | 73.4 | 18,350 |
| 95 | 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 | 15 | 112.05 | 1,680.75 |
| 96 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 20 | 2,818.9 | 56,378 |
| 97 | 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 | 750 | 263.95 | 1,97,962.5 |
| 98 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 800 | 218.9 | 1,75,120 |
| 99 | 53 mm to 22.4 mm size stone aggregate | cum | 120 | 1,842.3 | 2,21,076 |
| 100 | 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 | 120 | 1,046.95 | 1,25,634 |
| 101 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 800 | 60.5 | 48,400 |
| 102 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 800 | 48.2 | 38,560 |
| 103 | 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 | 40 | 11,129.55 | 4,45,182 |
| 104 | 25 mm 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. | Sqm | 800 | 277.7 | 2,22,160 |
| 105 | Made of G.I. wire of dia 4 mm | Sqm | 300 | 1,017.8 | 3,05,340 |
| 106 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 20 | 617.05 | 12,341 |
| 107 | 300 mm dia | Metre | 150 | 825.7 | 1,23,855 |
| 108 | 350 mm dia | Metre | 150 | 917.4 | 1,37,610 |
| 109 | 400 mm dia | Metre | 150 | 1,238.5 | 1,85,775 |
| 110 | 100 mm nominal size dia | Metre | 150 | 672.3 | 1,00,845 |
| 111 | 150 mm nominal size dia | Metre | 150 | 793.25 | 1,18,987.5 |
| 112 | 200 mm nominal size dia | Metre | 150 | 1,113.35 | 1,67,002.5 |
| Schedule total | ₹1,62,58,448.6 | ||||
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nit.pdf
NIT
1.TopPage.pdf
ATTACHMENT
3.CheckList.pdf
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5.Appendix.pdf
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6.GIScopeofWork.pdf
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7.MainDOC_New.pdf
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8.CMB.pdf
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9MakeInIndia_compressed.pdf
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10SpecialSpecification.pdf
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TenderNotice1.pdf
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4.NIT1.pdf
ATTACHMENT
2Index_2.pdf
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11.SiteSpecificPenaltyClause.pdf Section 11
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12.FinalPVCClause.pdf
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13.FormsNew.pdf
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11.SiteSpecificPenaltyClause.pdf
ATTACHMENT
4NIT1.pdf
CORRIGENDUM
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