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Tender Value
₹98.7 Cr
EMD Value
₹50.8 L
Closing Date
29 Jul 2025, 2:30 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
Yes
08/07/2025 15:30
Lowest to Highest
90 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 :
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 1.2.4 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 1.3.1 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 1.5.1 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.
Defination of Similar Work :- Any building works with framed structures.
52 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.
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.
Mobilization advance is applicable to tender of value of Rs. 50.00 Crs. and above.
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.
The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI and proforma-II failing which offer shall be considered as incomplete and will be rejected summarily. (Applicable for works costing more than Rs.20.00 crore).
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.
Construction of 31 units(Type-II) and 155 units(Type-III) quarters, labour and merchant rooms, precast yard drain (at DPRA,SNCA,BOKO,BMGN,CGON stations), boundary wall, road works and other miscellaneous works from NBQ to AZA via GLPT in connection with doubling project N.F. Railway.
CE-CON-NK-MIS-2025-04
CE-CON-NK-MIS-2025-04
Open
Works - General
18 Months
Kamrup, Assam
₹0
₹50.8 L
29 Jul 2025
27 Jun 2025
132 items across 1 schedule · ₹1,01,07,08,099.8 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 25770.54 | 286.85 | 73,92,279.4 |
| 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 | 278670 | 368.65 | 10,27,31,695.5 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 2982.14 | 2,161.2 | 64,45,000.97 |
| 4 | All kinds of soil | Sqm | 9758 | 28.15 | 2,74,687.7 |
| 5 | 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 | 1140 | 7,365.15 | 83,96,271 |
| 6 | 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 | 1302.73 | 6,833.4 | 89,02,075.18 |
| 7 | 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 | 918.75 | 6,326.05 | 58,12,058.44 |
| 8 | Foundations, footings, bases for columns | Sqm | 3757.22 | 307.95 | 11,57,035.9 |
| 9 | 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 | 100 | 370.85 | 37,085 |
| 10 | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 5120 | 681.65 | 34,90,048 |
| 11 | 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 | 364.13 | 8,364.2 | 30,45,656.15 |
| 12 | 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 | 178.75 | 10,185.05 | 18,20,577.69 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 4240.14 | 307.95 | 13,05,751.11 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 25627.38 | 766.55 | 1,96,44,668.14 |
| 15 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 58585.24 | 608.35 | 3,56,40,330.75 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 17670.08 | 804.25 | 1,42,11,161.84 |
| 17 | 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 | 30.87 | 9,673.5 | 2,98,620.95 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 620566.68 | 89.65 | 5,56,33,802.86 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 930850.02 | 89.65 | 8,34,50,704.29 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 3766.26 | 8,683.8 | 3,27,05,448.59 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 7425.69 | 10,306.2 | 7,65,30,646.28 |
| 22 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 42361.26 | 1,018.05 | 4,31,25,880.74 |
| 23 | Cement Mortar 1:4 ( 1 cement : 4 coarse sand) | cum | 1678.38 | 6,528.7 | 1,09,57,639.51 |
| 24 | Area of slab over 0.50 sqm | Sqm | 391.2 | 4,425.35 | 17,31,196.92 |
| 25 | Area of slab over 0.50 sqm | Sqm | 12598.87 | 3,301.45 | 4,15,94,539.36 |
| 26 | 18 mm thick | Sqm | 2793.66 | 1,723.05 | 48,13,615.86 |
| 27 | 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 | 9982 | 1,063.45 | 1,06,15,357.9 |
| 28 | Second class teak wood | cum | 140.19 | 1,31,576.95 | 1,84,45,772.62 |
| 29 | 35 mm thick shutters | Sqm | 1182.8 | 3,704.45 | 43,81,623.46 |
| 30 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 1155.17 | 2,015.75 | 23,28,533.93 |
| 31 | Kiln seasoned and chemically treated hollock wood | Sqm | 5154.84 | 3,140.15 | 1,61,86,970.83 |
| 32 | 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 | 10469.8 | 511.55 | 53,55,826.19 |
| 33 | 25 mm dia | Metre | 3925.6 | 482.3 | 18,93,316.88 |
| 34 | Fixed to steel windows by welding | Kg | 104059.2 | 181 | 1,88,34,715.2 |
| 35 | 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 20mm nominal size). | Each | 19170 | 194.35 | 37,25,689.5 |
| 36 | 100x58x1.90 mm | Each | 2968 | 39.05 | 1,15,900.4 |
| 37 | 75x47x1.70 mm | Each | 1128 | 32.75 | 36,942 |
| 38 | 300x16 mm | Each | 2204 | 180.55 | 3,97,932.2 |
| 39 | 200x10 mm | Each | 2559 | 90.8 | 2,32,357.2 |
| 40 | 150x10 mm | Each | 1660 | 75.55 | 1,25,413 |
| 41 | 125 mm | Each | 2344 | 60.05 | 1,40,757.2 |
| 42 | Twin rubber stopper | Each | 1948 | 62.25 | 1,21,263 |
| 43 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm 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 | 2150.72 | 408.25 | 8,78,031.44 |
| 44 | 30 mm thick plain PVC door shutters | Sqm | 600.1 | 2,455.1 | 14,73,305.51 |
| 45 | 12.5 mm thick | Sqm | 600 | 1,091.3 | 6,54,780 |
| 46 | 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 | 27077.25 | 111.95 | 30,31,298.14 |
| 47 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 5942.7 | 4,781.15 | 2,84,12,940.11 |
| 48 | Hot finished welded type tubes | Kg | 7500 | 154.9 | 11,61,750 |
| 49 | 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 | 908 | 185.95 | 1,68,842.6 |
| 50 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 1912.88 | 88.5 | 1,69,289.88 |
| 51 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 329730.39 | 102.25 | 3,37,14,932.38 |
| 52 | 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 | 12708.39 | 612.25 | 77,80,711.78 |
| 53 | 1:6 (1cement : 6 coarse sand) | Sqm | 15101.61 | 898.2 | 1,35,64,266.1 |
| 54 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 1112.16 | 7,958.65 | 88,51,292.18 |
| 55 | 25 mm thick | Sqm | 2146.49 | 1,706.6 | 36,63,199.83 |
| 56 | Size of Tile 600x600 mm | Sqm | 500 | 1,416.65 | 7,08,325 |
| 57 | Size of Tile 600 x 600 mm | Sqm | 2593.92 | 1,311.05 | 34,00,758.82 |
| 58 | 110 mm diameter | Metre | 7520 | 319.75 | 24,04,520 |
| 59 | 110 mm bend | Each | 672 | 132 | 88,704 |
| 60 | 110 mm Shoe | Each | 672 | 115.95 | 77,918.4 |
| 61 | 110 mm | Each | 1008 | 309.5 | 3,11,976 |
| 62 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 188 | 47.9 | 9,005.2 |
| 63 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 6075 | 671.55 | 40,79,666.25 |
| 64 | Ridges plain (500 - 600mm) | Metre | 105 | 450.6 | 47,313 |
| 65 | 1:4 (1 cement: 4 fine sand) | Sqm | 62353.71 | 294.85 | 1,83,84,991.39 |
| 66 | 1:6 (1 cement: 6 fine sand) | Sqm | 46904.18 | 282 | 1,32,26,978.76 |
| 67 | 1:3 (1 cement : 3 fine sand) | Sqm | 16690.87 | 253.05 | 42,23,624.65 |
| 68 | Neat cement punning. | Sqm | 11189 | 67.8 | 7,58,614.2 |
| 69 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 75740.56 | 214.3 | 1,62,31,202.01 |
| 70 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 46904.18 | 162.55 | 76,24,274.46 |
| 71 | 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 | 43342.13 | 158.95 | 68,89,231.56 |
| 72 | 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 | 9664.08 | 144.9 | 14,00,325.19 |
| 73 | 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 | 4981.16 | 140.05 | 6,97,611.46 |
| 74 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 9375.12 | 61.45 | 5,76,101.12 |
| 75 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 4656.16 | 55.5 | 2,58,416.88 |
| 76 | 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 earthwith lead upto 50 metres. | Sqm | 23760 | 180.5 | 42,88,680 |
| 77 | 63 mm to 45 mm size stone aggregate | cum | 2376 | 1,624.5 | 38,59,812 |
| 78 | 53 mm to 22.4 mm size stone aggregate | cum | 2376 | 1,837.25 | 43,65,306 |
| 79 | 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 | 4752 | 865.8 | 41,14,281.6 |
| 80 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 47520 | 11.6 | 5,51,232 |
| 81 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 23760 | 79.85 | 18,97,236 |
| 82 | 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 | 1782 | 10,013.3 | 1,78,43,700.6 |
| 83 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 1188 | 10,870.75 | 1,29,14,451 |
| 84 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. | cum | 992.25 | 4,130.55 | 40,98,538.24 |
| 85 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 197 | 5,781.35 | 11,38,925.95 |
| 86 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 191 | 5,540.55 | 10,58,245.05 |
| 87 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 576 | 2,275 | 13,10,400 |
| 88 | 510x1040 mm bowl depth 250 mm | Each | 188 | 6,008.45 | 11,29,588.6 |
| 89 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 200 | 299.35 | 59,870 |
| 90 | 32 mm dia | Each | 298 | 90.95 | 27,103.1 |
| 91 | 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 | 576 | 1,411.15 | 8,12,822.4 |
| 92 | 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 | 532 | 942.15 | 5,01,223.8 |
| 93 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 2337.68 | 1,018.05 | 23,79,875.12 |
| 94 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 1887.68 | 931.55 | 17,58,468.3 |
| 95 | Sand cast iron S&S as per IS - 1729 | Each | 622 | 530.7 | 3,30,095.4 |
| 96 | Sand cast iron S&S as per IS - 1729 | Each | 376 | 671.2 | 2,52,371.2 |
| 97 | 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 | 388 | 600.35 | 2,32,935.8 |
| 98 | 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 | 376 | 607.05 | 2,28,250.8 |
| 99 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 2970 | 254.95 | 7,57,201.5 |
| 100 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 2970 | 316.1 | 9,38,817 |
| 101 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 2960 | 568.6 | 16,83,056 |
| 102 | PN - 10 Pipe, 75 mm OD (SDR-11) | Metre | 6480 | 879.45 | 56,98,836 |
| 103 | PN - 10 Pipe, 110 mm OD (SDR- 11) | Metre | 9300 | 1,689.5 | 1,57,12,350 |
| 104 | 15 mm dia nominal bore | Metre | 1680 | 485.2 | 8,15,136 |
| 105 | 25 mm nominal bore | Each | 376 | 532.35 | 2,00,163.6 |
| 106 | 40 mm nominal bore | Each | 188 | 707.3 | 1,32,972.4 |
| 107 | 25 mm nominal bore | Each | 1408 | 399.15 | 5,62,003.2 |
| 108 | Horizontal | Each | 532 | 506.65 | 2,69,537.8 |
| 109 | 150 mm diameter | Each | 376 | 190.1 | 71,477.6 |
| 110 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 240 | 1,712.15 | 4,10,916 |
| 111 | Up to 6 metres depth | Metre | 540 | 618 | 3,33,720 |
| 112 | Beyond 6 m and up to 12 m depth | Metre | 540 | 730.95 | 3,94,713 |
| 113 | Beyond 12 m and up to 18 m depth | Metre | 300 | 847.35 | 2,54,205 |
| 114 | Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. | Metre | 275 | 813.25 | 2,23,643.75 |
| 115 | Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well. | Metre | 275 | 499.8 | 1,37,445 |
| 116 | 40 mm nominal bore | Each | 150 | 523.2 | 78,480 |
| 117 | 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 | 265000 | 9.7 | 25,70,500 |
| 118 | 15 mm nominal bore | Each | 1522 | 434.2 | 6,60,852.4 |
| 119 | 15 mm nominal bore | Each | 830 | 594.75 | 4,93,642.5 |
| 120 | 15mm nominal bore | Each | 752 | 500.35 | 3,76,263.2 |
| 121 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 564 | 96.75 | 54,567 |
| 122 | 300 mm dia. R.C.C. pipe | Metre | 70 | 902.05 | 63,143.5 |
| 123 | 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg | Each | 135 | 1,341.35 | 1,81,082.25 |
| 124 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 33400.88 | 531.8 | 1,77,62,587.98 |
| 125 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 4166.36 | 1,325.55 | 55,22,718.5 |
| 126 | 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 | 1244 | 516.6 | 6,42,650.4 |
| 127 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 565.12 | 7,510.75 | 42,44,475.04 |
| 128 | Concrete grade M-35 (Cement content 370 kgs) | cum | 1803.69 | 19,488.05 | 3,51,50,400.9 |
| 129 | Lead within 15km | MT | 4509.23 | 464.8 | 20,95,890.1 |
| 130 | Add/Deduct over item 26.76.1 for every additional lead of 5 km | MT | 6809.85 | 103 | 7,01,414.55 |
| 131 | Solid concrete wall elements | cum | 1803.69 | 2,284.75 | 41,20,980.73 |
| 132 | Bi Axial Woven polyster geogrid of minimum tensile strength 20KN/m in both Longitudinal and Transverse direction. | Sqm | 17160 | 188.1 | 32,27,796 |
| Schedule total | ₹1,01,07,08,099.8 | ||||
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