Loading
Loading…
Loading…
Tender Value
₹20.0 Cr
EMD Value
₹11.5 L
Closing Date
26 Dec 2025, 3:00 pmClosed
Yes (up to 5 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
GSU/WORKS
14 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.
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 each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender.
Definition of similar work : For Civil Engineering Work Construction of Railway Important/Major/Minor bridges/ROB/RUB/ROR/LHS on Running Railway line. Note : (i) if the certificate submitted by tenderer does not contain mention of Running Railway line, the Tenderer shall have to certify separately and upload on IREPS portal along with offer as follows : Work for which certificate submitted duly mentioning name of work/Contract Agt. No./Work Order No. etc.) has/have carried out on Running Railway line. (ii) The cost component of the qualifying bridge work in completion certificate should at least be as per technical eligibility criteria.
5 conditions · 3 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.
Goods & Services Tax (GST) registration certificate copy should be attached.
In case of Sole Proprietorship Concern firm has to submit Affidavit certifying the sole Proprietorship of the firm. This affidavit shall be notarized. Or In case of a Partnership Firm, Firm has to submit (a) Notary certified copy of the Partnership Deed. (b) A copy of power of Attorney firm has to submit (duly registered as per prevailing Law) in favour of an individual to tender for the work, sign the agreement etc., and create liability against the Firm. Or In case Tenderer is a Company registered under Companies Act-2013. The tenderer shall submit: (a)The copies of MOA (Memorandum of Association)/AOA (Articles of Association) of the company.(b) A copy of Certificate of Incorporation. (c) A copy of authorization/ Power of Attorney issued by the Company (backed by the resolution of Board of Directors) in favour of the individual to sign the tender on behalf of company and create liability against the company. Or In case Tenderer is LLP (Limited Liability Partnership); If the tender is submitted on behalf of a LLP registered under LLP Act-2008, the Tenderer shall submit along with tender: (a) A copy of LLP Agreement (b) A copy of Certificate of Incorporation (c) A copy of Power of Attorney/Authorization issued by the LLP in favour of the individual to sign the tender on behalf of the LLP and create liability against the LLP. Or In case of a tenderer is registered Society and Registered trust. The tenderer shall submit: (a) A copy of certificate of registration. (b) A copy of Memorandum of Association of Society/Trust Deed (c)A copy of Power of Attorney in favour of the individual to sign the tender documents and create liability against the society/ Trust.
Composite Works (Civil & Electrical) in connection with Construction of RUB in lieu of Non LC trespassing location on workshop road at Km RSD/31-32 between URK- RSD station of Raipur Division.
CPM-GSU-R-T-08-25-26~SECR
CPM-GSU-R-T-08-25-26
Open
Works - General
15 Months
Raipur, Chhattisgarh
₹0
₹11.5 L
26 Dec 2025
26 Nov 2025
12 Dec 2025
310 items across 9 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | Above/ Below/Par | ||
| — | — | — | 7,57,35,050.54 | ||
| — | 14000.00 | — | — | ||
| CARRIAGE OF MATERIALS // By Mechanical Transport including loading,unloading and stacking // Earth // 1km | — | — | — | 20,08,104.56 | |
| — | 2000.00 | — | — | ||
| CARRIAGE OF MATERIALS // By Mechanical Transport including loading,unloading and stacking // Excavated rock // 5km | — | — | — | 6,90,655.66 | |
| — | 225.00 | — | — | ||
| CARRIAGE OF MATERIALS // By Mechanical Transport including loading,unloading and stacking // Steel // 5km | — | — | — | 34,532.58 | |
| — | 1125.00 | — | — | ||
| — | tonne-Km | — | — | ||
| CARRIAGE OF MATERIALS // By Mechanical Transport including loading,unloading and stacking // Steel // Beyond 5 km upto 10 km per km | — | — | — | 12,308.15 | |
| — | 2250.00 | — | — | ||
| — | tonne-Km | — | — | ||
| CARRIAGE OF MATERIALS // By Mechanical Transport including loading,unloading and stacking // Steel // Beyond 10 km upto 20 km per km | — | — | — | 20,072.3 | |
| — | 18000.00 | — | — | ||
| — | tonne-Km | — | — | ||
| CARRIAGE OF MATERIALS // By Mechanical Transport including loading,unloading and stacking // Steel // Beyond 20 km per addl. km | — | — | — | 1,29,521.79 | |
| — | 23210.00 | — | — | ||
| EARTH WORK // Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. // All kinds of soil | — | — | — | 37,91,429.98 | |
| — | 2780.00 | — | — | ||
| EARTH WORK // Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. // Hard rock (blasting prohibited) | — | — | — | 26,17,750.67 | |
| — | 1158.00 | — | — | ||
| EARTH WORK // Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. // All kinds of soil. | — | — | — | 2,64,110.2 | |
| — | 7840.00 | — | — | ||
| EARTH WORK // Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | — | — | — | 15,83,018.66 | |
| — | 25000.00 | — | — | ||
| EARTH WORK // Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. // All kinds of soil | — | — | — | 20,77,198.75 | |
| — | 647.00 | — | — | ||
| EARTH WORK // Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | — | — | — | 11,11,785.47 | |
| — | 3600.00 | — | — | ||
| EARTH WORK // Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : // Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | — | — | — | 2,19,543.01 | |
| — | 130.00 | — | — | ||
| CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 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) | — | — | — | 8,04,541.41 | |
| — | 778.00 | — | — | ||
| CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 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) | — | — | — | 42,27,057.87 | |
| — | 473.00 | — | — | ||
| CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Centering and shuttering including strutting, propping etc. and removal of form work for : // Foundations, footings, bases for columns | — | — | — | 1,15,814.54 | |
| of of 50kg | Per bag cement | — | — | ||
| — | 8500.00 | — | — | ||
| CONCRETE WORK // DAMP-PROOF COURSE // Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | — | — | — | 3,86,239.7 | |
| — | 50.00 | — | — | ||
| CONCRETE WORK // MISCELLANEOUS // Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works upto plinth level : // Concrete of M25 grade with minimum cement content of 300 kg /cum | — | — | — | 3,41,873.12 | |
| — | 585.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete | — | — | — | 1,43,237.86 | |
| — | 9515.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | — | — | — | 50,65,397.84 | |
| — | 161.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Suspended floors, roofs, landings, balconies and access platform | — | — | — | 98,126.91 | |
| — | 30.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Lintels, beams, plinth beams, girders, bressumers and cantilevers | — | — | — | 14,510.97 | |
| — | 12.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // PRE-CAST RCC // 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). | — | — | — | 92,296.8 | |
| — | 358.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works upto plinth level // Concrete of M25 grade with minimum cement content of 330 kg /cum | — | — | — | 24,71,807.2 | |
| — | 2545.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works upto plinth level // Concrete of M30 grade with minimum cement content of 350 kg /cum | — | — | — | 1,78,58,356.07 | |
| — | 120.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works upto plinth level // Concrete of M35 grade with minimum cement content of 370 kg /cum | — | — | — | 8,55,554.63 | |
| — | 1495.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works above plinth level upto floor V level // Concrete of M30 grade with minimum cement content of 350 kg /cum | — | — | — | 1,24,54,634.24 | |
| — | 290.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works above plinth level upto floor V level // Concrete of M35 grade with minimum cement content of 370 kg /cum | — | — | — | 24,41,681.73 | |
| — | 2129.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Add for using extra cement in the items of design mix over and above the specified cement content therein. | — | — | — | 11,65,386.06 | |
| — | 70.00 | — | — | ||
| MASONRY WORK // EXPOSED BRICK WALL // Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : // Cement mortar 1:6 (1 cement : 6 coarse sand) | — | — | — | 4,55,880.92 | |
| — | 15.00 | — | — | ||
| FLOORING // Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | — | — | — | 94,918.84 | |
| — | 795.00 | — | — | ||
| ROOFING // SHEET ROOFING // Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | — | — | — | 1,03,443.9 | |
| — | 500.00 | — | — | ||
| FINISHING // CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT // 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : // 1:4 (1 cement: 4 fine sand) | — | — | — | 1,61,445.06 | |
| — | 4340.00 | — | — | ||
| FINISHING // Extra for plastering: // Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | — | — | — | 7,39,492.3 | |
| — | 440.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: // New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | — | — | — | 56,797.17 | |
| — | 500.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : // 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 | — | — | — | 63,190.57 | |
| — | 3960.00 | — | — | ||
| FINISHING // Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : // Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | — | — | — | 6,02,641.27 | |
| — | 150.00 | — | — | ||
| FINISHING // Painting with aluminium paint of approved brand and manufacture to give an even shade . // Two or more coats on new work | — | — | — | 14,484.73 | |
| — | 60.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. // Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | — | — | — | 95,750.71 | |
| — | 20.00 | — | — | ||
| DISMANTLING AND DEMOLISHING // Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. // In cement mortar | — | — | — | 27,008.75 | |
| — | 900.00 | — | — | ||
| ROAD WORK // ROADS // 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. | — | — | — | 1,29,163.99 | |
| — | 100.00 | — | — | ||
| ROAD WORK // ROADS // Supplying and stacking at site. // 90 mm to 45 mm size stone aggregate | — | — | — | 1,54,058.58 | |
| — | 100.00 | — | — | ||
| ROAD WORK // ROADS // Supplying and stacking at site. // 63 mm to 45 mm size stone aggregate | — | — | — | 1,29,163.99 | |
| — | 100.00 | — | — | ||
| ROAD WORK // ROADS // Supplying and stacking at site. // 53 mm to 22.4 mm size stone aggregate | — | — | — | 1,46,079.75 | |
| — | 1083.00 | — | — | ||
| ROAD WORK // ROADS // Supplying and stacking at site. // Moorum | — | — | — | 7,64,909.18 | |
| — | 300.00 | — | — | ||
| ROAD WORK // ROADS // 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 . | — | — | — | 2,06,519.27 | |
| — | 2000.00 | — | — | ||
| ROAD WORK // PREMIX CARPET // Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : // On W.B.M. @ 0.75 Kg / sqm | — | — | — | 71,877.04 | |
| — | 4125.00 | — | — | ||
| ROAD WORK // PREMIX CARPET // Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : // On bituminous surface @ 0.50 Kg / sqm | — | — | — | 1,20,040.22 | |
| — | 2000.00 | — | — | ||
| ROAD WORK // Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. // 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). // With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | — | — | — | 3,60,975.4 | |
| — | 4125.00 | — | — | ||
| ROAD WORK // Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. // Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : // For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm. | — | — | — | 20,05,754.05 | |
| — | 30.00 | — | — | ||
| ROAD WORK // MISCELLANEOUS // Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). // Overhead informatory road signage | — | — | — | 1,33,804.6 | |
| — | 700.00 | — | — | ||
| — | 100.00 | — | — | ||
| — | 45.00 | — | — | ||
| — | — | — | 1,09,182.93 | ||
| — | 25.00 | — | — | ||
| — | — | — | 95,842.35 | ||
| — | — | — | Above/ Below/Par | ||
| — | — | — | 3,68,97,036.51 | ||
| — | 321280.00 | — | — | ||
| — | — | — | 2,29,01,068.12 | ||
| — | 196350.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // STEEL REINFORCEMENT // Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. | — | — | — | 1,39,95,968.39 |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .