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Tender Value
₹7.6 Cr
EMD Value
₹15.2 L
Closing Date
21 Aug 2026, 3:30 pm
Yes (up to 3 members)
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
WA SECTION
15 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
a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) 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 fulfillment 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. The tenderer are required to upload "Work Completion certificates" in support of Technical Criteria to prove their suitability as per Annexure B of tender document as detailed in Para 10.00 of TENDER DOCUMENT.
Note for Item 10.1: 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.
Defination of Similar Work :- (A) For Civil Part (Total Cost Rs 57474455.45) : Any Civil Engineering Work.(B) For Electrical Part (Total Cost Rs 18359971.88) : The criteria for similar nature of work for said tender is given below as CEE/JBP's L. No. WCR/L/10/Similar Nature/3689, dtd. 11.04.2012. similar nature of work criterion for Electrical General Service (GS) for Electrification work in Electrical department of WCR shall include works executed with Central Government, Semi Government/PSUs of Central Government and/or State Governments have been defined as under: - (A)The level of skills required in following work of electrification is almost same. (a) Electrification of service buildings.(b) Electrification of staff quarters, offices.(c) Electrification of offices.(d) Electrification of road & colony lighting.(e) Electrification of circulating area lighting.(f) Erection & commissioning of LT, HT upto 33 kV overhead mains.(g) Sub-station installations & commissioning.(h) Electrification of washing pits, Sheds & Workshops etc.(i) Any above work or combination of (a) to (h) above.In case the bidder submits a completion certificate for a composite work involving Civil Engineering and Electrical Engineering components, the bidder shall ensure that the value of work executed under each discipline is clearly indicated separately in the completion certificate.
81 conditions · 3 needing a document upload
Beam bottom's line, level & width should be checked.
Beam side's line , level & plumb should be checked.
Beam to beam measurements shall be checked as per architectural drawing.
Individual level & diagonal of each slab bay shall be checked.
Slab thickness level shall be marked with nails on the peripheral beam's outer side.
Slab thickness & beam depths should be checked
Support props for slab & beam bottoms should be in line & plumb, Bamboo bracing should be done at around 4' ht from floor level. Support props for double staging terraces shall be carefully checked.
Line of external/peripheral beam's side shall be checked & should be cross supported to avoid building out of sides.
Junctions of column & beam shall be checked & should be cross supported to avoid building out of sides.
De-shuttering oil shall be applied to beam/slab shuttering
Formwork of staircase shall be checked for dimensions of tread and riser, level of treads, plumb of risers.
Reinforcement shall be checked for beams and slab as per RCC drawing.
Proper cover for bottom/sides shall be checked for beams.
Proper cover shall be checked for slab.
Electrical points, electrical piping (conduits)/fan hooks shall be checked as per drawing.
Reduction of column as per drawing shall be done if any.
Proper no. of chairs shall be provided for slab.
Parapet (pardi) bars shall be left for balconies/staircase etc.
Ring (stirrups) shall be provided at the free end of each column reinforcement
Gaps between plates/planks should be filled. Taping should be done at ply joints in care of ply shuttering
Approval of architect and RCC consultant shall be taken prior to pouring.
Check the availability of required labour strength, mixer, lift, vibrators, masons, weigh batcher, diesel/petrol and plastics sheets etc. before start of concreting.
Hidden beams/inverted beams/cantilever beams should be checked.
Check for the sunk if any as per the approved drawings.
Packing below supports props should be avoided. If not, single wooden plank should be inserted as packing
In case of large slabs, position of concrete joints shall be decided in advance as per approval by RCC consultant.
Availability of raw material for concrete/RMC per grade of concrete, water. Electricity shall be checked in advance before the start of concreting.
Concreting shall be done for the beams first & then slabs.
Compaction of concrete shall be done by vibrators & tamping rods. (Spare vibrators with fuel shall be ensured.)
The top level of slabs shall be finished by the mason and no one should be allowed to walk on the fresh finished concrete.
Carpenter shall be present below the slab shuttering during concreting to ensure the tightness of the form work.
In case of rains, the finished concrete shall be covered with the big plastic sheets.
Cast 6 cube moulds for testing.
Curing the slab shall be done with pounding method by making ponds in cement & sand mortar(1.10) of size around 5'X5' curing of beams and slabs shall be done for 7 to 10 days or as directed by the consultant.
Date of casting and slab no shall be painted on the front side beam.
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.
Labour Cooperative Societies shall submit only 50% of bid security for which the tenderers are required to upload Registration certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that -" We are a Labour Cooperative Society and our Registration No. is .................... with .......................and hence required to deposit only 50% of Bid Security
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security on submission of Registration Certificate issued by appropriate authority. For such firms it is required to upload a copy of Registration Certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that - I/We am/are a Startup firm registered by ........................ Department of Industrial Policy and Promotion (DIPP) and my registration number is ................ valid upto ...................... (Copy enclosed) and hence exempted from submission of Bid Security.
THE OFFERS WITHOUT EARNEST MONEY EXCEPT IN CASE OF EXEMPTION CLAIMED AS PER COMMERCIAL COMPLIANCE OF NIT WILL BE SUMMARILY REJECTED.
Swaimadhopur :Improvement to various passenger amenities under Amrit Bharat Station Scheme
138-2026
138-2026
Open
Works - General
12 Months
Kota, Rajasthan
₹0
₹15.2 L
27 Jul 2026
27 Jul 2026
7 Aug 2026
243 items across 4 schedules · ₹8,38,59,610.47 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1663 | 205.45 | 3,41,663.35 |
| 2 | 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. | cum | 965 | 253.95 | 2,45,061.75 |
| 3 | 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 | 368.65 | 55,297.5 |
| 4 | All kinds of soil | cum | 500 | 104.5 | 52,250 |
| 5 | 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 | 50 | 7,783.65 | 3,89,182.5 |
| 6 | 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 | 75 | 7,365.15 | 5,52,386.25 |
| 7 | 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 | 355 | 6,833.4 | 24,25,857 |
| 8 | Foundations, footings, bases for columns | Sqm | 1121 | 307.95 | 3,45,211.95 |
| 9 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 247 | 669.55 | 1,65,378.85 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 372 | 307.95 | 1,14,557.4 |
| 11 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 190 | 669.55 | 1,27,214.5 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 922 | 766.55 | 7,06,759.1 |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 770 | 608.35 | 4,68,429.5 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 817 | 804.25 | 6,57,072.25 |
| 15 | Stairs, (excluding landings) except spiral- staircases | Sqm | 475 | 657.75 | 3,12,431.25 |
| 16 | Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like | Sqm | 95 | 827.15 | 78,579.25 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 27550 | 89.65 | 24,69,857.5 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 50000 | 89.65 | 44,82,500 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 210 | 8,683.8 | 18,23,598 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 470 | 10,306.2 | 48,43,914 |
| 21 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 207 | 688.45 | 1,42,509.15 |
| 22 | Providing and placing in position precast reinforced cement concrete waffle units, square or rectangular, as per design and shape for floors and roofs in 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 10 mm nominal size derived from natural sources), including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2 Fine sand), making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting etc, form work in precasting, handling, hoisting, centering and erection complete for all floor levels but, excluding the cost of reinforcement. | cum | 8 | 27,983.75 | 2,23,870 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 327 | 6,658.25 | 21,77,247.75 |
| 24 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 475 | 1,018.05 | 4,83,573.75 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 300 | 8,190.9 | 24,57,270 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 6,653.45 | 13,30,690 |
| 27 | Red sand stone | cum | 19 | 72,090.35 | 13,69,716.65 |
| 28 | Red sand stone | Sqm | 150 | 12,241.7 | 18,36,255 |
| 29 | Fastener with threaded dia 10 mm | Each | 1330 | 33.8 | 44,954 |
| 30 | 30 mm thick | Sqm | 500 | 6,057 | 30,28,500 |
| 31 | 30 mm thick | Sqm | 500 | 6,725.8 | 33,62,900 |
| 32 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. | Kg | 238 | 624.95 | 1,48,738.1 |
| 33 | 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 | 261 | 1,063.45 | 2,77,560.45 |
| 34 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 475 | 4,474.2 | 21,25,245 |
| 35 | 150x10 mm | Each | 122 | 53.05 | 6,472.1 |
| 36 | 250x16 mm | Each | 8 | 234.9 | 1,879.2 |
| 37 | 150x10 mm | Each | 8 | 75.55 | 604.4 |
| 38 | 125 mm | Each | 20 | 60.05 | 1,201 |
| 39 | 75 mm overall thickness partition with 12.5 mm thick double skin fire rated Glass Reinforced Gypsum (GRG) plaster board conforming to IS: 2095: (part 3) (Board with BIS certification marks) | Sqm | 100 | 1,797.65 | 1,79,765 |
| 40 | Extruded section profile size 42x50 mm | Metre | 29 | 280.7 | 8,140.3 |
| 41 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (+/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (+/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 14 | 2,008.55 | 28,119.7 |
| 42 | Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) | Sqm | 27 | 10,443.75 | 2,81,981.25 |
| 43 | 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 | 32775 | 111.95 | 36,69,161.25 |
| 44 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 1083 | 88.5 | 95,845.5 |
| 45 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 12000 | 142.3 | 17,07,600 |
| 46 | 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 | 475 | 612.25 | 2,90,818.75 |
| 47 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 10 | 7,958.65 | 79,586.5 |
| 48 | Medium shade pigment using 50% white cement, 50% ordinary cement | Sqm | 86 | 1,312.1 | 1,12,840.6 |
| 49 | Extra for pre finished nosing to treads of steps of marble stone. | Metre | 93 | 593.3 | 55,176.9 |
| 50 | 25 mm thick | Sqm | 500 | 1,706.6 | 8,53,300 |
| 51 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | Sqm | 29 | 1,142.8 | 33,141.2 |
| 52 | Size of Tile 1000x1000 mm | Sqm | 800 | 2,551.95 | 20,41,560 |
| 53 | Size of Tile 600 x 1200 mm | Sqm | 238 | 1,407.05 | 3,34,877.9 |
| 54 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 341 | 3,908.8 | 13,32,900.8 |
| 55 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 270 | 163.65 | 44,185.5 |
| 56 | Flat surfaces | Sqm | 283 | 1,421.25 | 4,02,213.75 |
| 57 | Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous) ceiling. | Sqm | 50.5 | 485.75 | 24,530.38 |
| 58 | 110 mm diameter | Metre | 300 | 319.75 | 95,925 |
| 59 | 110 mm | Each | 50 | 119.95 | 5,997.5 |
| 60 | 110 mm bend | Each | 50 | 132 | 6,600 |
| 61 | 110 mm Shoe | Each | 50 | 115.95 | 5,797.5 |
| 62 | 110 mm | Each | 50 | 309.5 | 15,475 |
| 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 | 350 | 671.55 | 2,35,042.5 |
| 64 | 1:6 (1 cement: 6 fine sand) | Sqm | 5000 | 324.3 | 16,21,500 |
| 65 | 1:6 (1 cement: 6 fine sand) | Sqm | 100 | 382.1 | 38,210 |
| 66 | Two or more coats on new work | Sqm | 1500 | 92.75 | 1,39,125 |
| 67 | Two or more coats on new work | Sqm | 3420 | 137.85 | 4,71,447 |
| 68 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 4180 | 123.85 | 5,17,693 |
| 69 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 360 | 2,007.1 | 7,22,556 |
| 70 | 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 | 19 | 2,928.1 | 55,633.9 |
| 71 | In cement mortar | cum | 261 | 2,027.1 | 5,29,073.1 |
| 72 | Of area 3 sq. metres and below | Each | 20 | 302.7 | 6,054 |
| 73 | Of area beyond 3 sq. metres | Each | 2 | 414.55 | 829.1 |
| 74 | R.S. Joists | Kg | 1900 | 2.8 | 5,320 |
| 75 | Asbestos Cement sheet | Sqm | 48 | 63.75 | 3,060 |
| 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 | 760 | 180.5 | 1,37,180 |
| 77 | 53 mm to 22.4 mm size stone aggregate | cum | 86 | 1,837.25 | 1,58,003.5 |
| 78 | Stone screening 11.2 mm nominal size (Type B) | cum | 86 | 2,065.7 | 1,77,650.2 |
| 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 | 171 | 865.8 | 1,48,051.8 |
| 80 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 76 | 7,399.2 | 5,62,339.2 |
| 81 | Cement concrete prepared with batch mixing machine | cum | 260 | 9,492.9 | 24,68,154 |
| 82 | Using grade 'A' sealing compound conforming to IS: 1834. | per cm depth per cm width per metre length | 144 | 7.5 | 1,080 |
| 83 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 29 | 623.8 | 18,090.2 |
| 84 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in- Charge. | Metre | 40 | 2,827.4 | 1,13,096 |
| 85 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 2100 | 1,011.2 | 21,23,520 |
| 86 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Sqm | 24 | 2,617.15 | 62,811.6 |
| 87 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 5,540.55 | 11,081.1 |
| 88 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 3 | 1,679.6 | 5,038.8 |
| 89 | Orissa pattern W.C. pan of size 580x440 mm | Each | 3 | 2,758.2 | 8,274.6 |
| 90 | 32 mm dia | Each | 3 | 90.95 | 272.85 |
| 91 | 15 mm dia nominal bore | Metre | 78 | 267.5 | 20,865 |
| 92 | 15 mm nominal bore | Each | 8 | 262.3 | 2,098.4 |
| 93 | 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 | 2000 | 9.7 | 19,400 |
| 94 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 4 | 109.85 | 439.4 |
| 95 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 4 | 103.15 | 412.6 |
| 96 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1500 | 466.3 | 6,99,450 |
| 97 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 400 | 564.8 | 2,25,920 |
| 98 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 100 | 1,325.55 | 1,32,555 |
| 99 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). | Sqm | 100 | 4,540.7 | 4,54,070 |
| 100 | Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer numeric control) routed of approved design by Engineer-in -charge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium c o r b o n a t e and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives(maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) m i n i m u m compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing on M.S (mild steel) frame made of 25 x 25 x 1.5 mm square hollow box section including applying a priming coat of approved steel primer, placed at grid made at 1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In- Charge. (Note: M.S (mild steel) framework with priming coat and necessary SS fasteners and SS screws shall be paid separately. | Sqm | 100 | 3,136.65 | 3,13,665 |
| Schedule total | ₹6,35,90,991.58 | ||||
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