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Tender Value
₹28.1 Cr
EMD Value
₹15.6 L
Closing Date
29 Jan 2026, 11:00 amClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
GATISHAKTI
19 conditions · 4 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(Placed at Page No.37 of tender form and document attached), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
For more details refer attached documents.
Bid Capacity applicable. The tenderers shall submit requisite information as per Annexure-VI (Placed at Page No.33 & 34 of tender form and document attached). For details refer Para 10.3 and 17.15.3 of Tender document and Annexure VI attached in documents.
(a)The tenderer must have successfully completed or substantially completed any of the following 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 the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i)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 of the following 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 each costing not less than the amount equal to 60% of advertised value of each component of tender. (For more details refer attached tender documents).
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.
Similar nature of work - Any type of civil work viz. building upto G+4 & structures work, pipe lines, underground & overhead tanks, foundation treatment works in any Railway embankment/ cutting, any earth work, cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works etc.
For details refer attached documents
In case of other than Company/Proprietary firm, Annexure-V(A) shall be submitted by the each member of a Partnership firm/Joint Venture (JV) / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. as the case may be and can also refer Page No. 29-30 & 31 of tender form/document.
16 conditions · 4 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.
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 (Placed at Page No. 33-34 of tender form), and shall be valid for a period of 90days beyond the bid validity period. (3)In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: i.A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. ii.The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e. excluding the last date of submission of bids). iii.Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. iv.The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. v.The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected vi.The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. vii.The envelope shall be addressed to the officer and address as mentioned in the tender document. viii.If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law. Tenderer is requested to submit GST certificate and PAN card.
Tenderer should mandatory submit documentary proof as per the attached checklist document.
Tenderers are abiding by the General Conditions of Contract (GCC) April 2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Tenderers are abiding by the General Conditions of Contract (GCC) April 2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Documentary proof - Tenderer should submit scanned copy documentary proof in regard for fulfilling the Technical /financial eligibility criteria along-with their offer (for details refer attached documents). If the tenderers do not submit any proof of meeting with the eligibility criteria as laid down in the tender conditions, the offer shall be considered as incomplete and shall be summarily rejected. Documents submitted in support of eligibility criteria after opening of tender will not be considered.
Document attached - Tender form, Annex. VIB, Annex. VA, Spl. condition 1 cr., Bid Capacity, Checklist, GCC - April 2022, Correction Slip No. 01 to 10 and General Instruction.
New Mulund Goods Shed - Improvement of circulating area and approach road with RCC, improvement of COP, valley gutters & down take pipes of all covered sheds, improvement of drainage system, basic amenities (labour room, toilets) etc.
CR-GSUCSMT-2026-01~CR
CR-GSUCSMT-2026-01
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹15.6 L
29 Jan 2026
6 Jan 2026
15 Jan 2026
302 items across 3 schedules · ₹12,78,13,184.32 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| CARRIAGE OF MATERIALS | — | — | — | — | |
| By Mechanical Transport including loading, unloading and stacking | — | — | — | — | |
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 31560 | 494.1 | 1,55,93,796 |
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: | — | — | — | — | |
| 2 | All kinds of soil | Sqm | 3750 | 129.85 | 4,86,937.5 |
| 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 for all lift, as directed by Engineer-in-charge. | — | — | — | — | |
| 3 | All kinds of soil | cum | 30862 | 177.5 | 54,78,005 |
| 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 : | — | — | — | — | |
| 4 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 378 | 8,340.85 | 31,52,841.3 |
| 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 | 411 | 7,878.5 | 32,38,063.5 |
| Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: | — | — | — | — | |
| 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 | 60.48 | 9,895.2 | 5,98,461.7 |
| CEMENT CONCRETE PRECAST | — | — | — | — | |
| Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. | — | — | — | — | |
| 7 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 105 | 10,105.1 | 10,61,035.5 |
| Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete : | — | — | — | — | |
| 8 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 108 | 17,889.25 | 19,32,039 |
| MISCELLANEOUS | — | — | — | — | |
| 9 | Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/Flooring/water retaining structures by using 125gms of synthetic Polyester triangular fibre for 50 Kg cement used as per directions of Engineer-in-Charge. | Per bag of cement of 50kg | 3250 | 70.35 | 2,28,637.5 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| CAST IN SITU | — | — | — | — | |
| Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | — | — | — | — | |
| 10 | 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 | 52.5 | 9,045.75 | 4,74,901.88 |
| Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | — | — | — | — | |
| 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 | 120 | 10,852.95 | 13,02,354 |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1225 | 392.15 | 4,80,383.75 |
| 13 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 540 | 842.5 | 4,54,950 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1000 | 927.25 | 9,27,250 |
| 15 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 700 | 736.4 | 5,15,480 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 400 | 961.3 | 3,84,520 |
| PRE-CAST RCC | — | — | — | — | |
| 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 | 94.5 | 10,585.9 | 10,00,367.55 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 275302 | 107.85 | 2,96,91,320.7 |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2000 | 107.85 | 2,15,700 |
| 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 c e m e n t , 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.: | — | — | — | — | |
| All works above plinth level upto floor V level | — | — | — | — | |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 700 | 9,860.4 | 69,02,280 |
| MASONRY WORK | — | — | — | — | |
| General | — | — | — | — | |
| Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 21 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 70 | 6,295.15 | 4,40,660.5 |
| CLADDING WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels | — | — | — | — | |
| Granite stone slab colour black, Cherry/Ruby red | — | — | — | — | |
| 22 | Area of slab upto 0.50 sqm | Sqm | 20 | 5,413.5 | 1,08,270 |
| 23 | Area of slab over 0.50 sqm | Sqm | 20 | 5,136.3 | 1,02,726 |
| Granite stone slab all colour and texture except black, Cherry/Ruby red | — | — | — | — | |
| 24 | Area of slab upto 0.50 sqm | Sqm | 20 | 4,170.7 | 83,414 |
| 25 | Area of slab over 0.50 sqm | Sqm | 20 | 3,848.7 | 76,974 |
| Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. | — | — | — | — | |
| 26 | Granite work | Metre | 200 | 510.95 | 1,02,190 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| 27 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 116000 | 133.7 | 1,55,09,200 |
| Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | — | — | — | — | |
| 28 | Hot finished welded type tubes | Kg | 10000 | 194.4 | 19,44,000 |
| 29 | 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, including 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 | 150 | 772.4 | 1,15,860 |
| FLOORING | — | — | — | — | |
| TILE FLOORING | — | — | — | — | |
| Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). | — | — | — | — | |
| 30 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 450 | 1,328.35 | 5,97,757.5 |
| KOTA STONE FLOORING | — | — | — | — | |
| Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : | — | — | — | — | |
| 31 | 25 mm thick | Sqm | 11200 | 1,948.25 | 2,18,20,400 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 32 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 4082 | 2,434.25 | 99,36,608.5 |
| 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. | — | — | — | — | |
| 33 | In cement mortar | cum | 40 | 2,060.2 | 82,408 |
| Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: | — | — | — | — | |
| 34 | R.S. Joists | Kg | 2000 | 3.4 | 6,800 |
| 35 | Channels, angles, tees and flats | Kg | 2000 | 2.3 | 4,600 |
| 36 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 1000 | 5.65 | 5,650 |
| ROAD WORK | — | — | — | — | |
| ROADS | — | — | — | — | |
| 37 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 40820 | 218.9 | 89,35,498 |
| Supplying and stacking at site. | — | — | — | — | |
| 38 | 90 mm to 45 mm size stone aggregate | cum | 816.4 | 2,098.4 | 17,13,133.76 |
| 39 | 63 mm to 45 mm size stone aggregate | cum | 1224.6 | 1,636.05 | 20,03,506.83 |
| 40 | 53 mm to 22.4 mm size stone aggregate | cum | 816.4 | 1,842.3 | 15,04,053.72 |
| 41 | Stone screening 11.2 mm nominal size (Type B) | cum | 1632.8 | 2,247.75 | 36,70,126.2 |
| 42 | Moorum | cum | 1224.6 | 768.25 | 9,40,798.95 |
| 43 | 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 | 4490.2 | 1,046.95 | 47,01,014.89 |
| Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling. | — | — | — | — | |
| 44 | With road roller/ hand roller | Sqm | 1875 | 24.45 | 45,843.75 |
| CONCRETE PAVEMENTS | — | — | — | — | |
| 45 | 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 | 281.25 | 7,993.8 | 22,48,256.25 |
| Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved and specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction and longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). | — | — | — | — | |
| 46 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 7659.4 | 11,098.45 | 8,50,07,467.93 |
| 47 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. | Litre 22978.2 | — | 55.5 | 12,75,290.1 |
| 48 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in- Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm depth per cm width per metre length | 143500 | 5.3 | 7,60,550 |
| Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in- Charge. | — | — | — | — | |
| 49 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in- Charge. | per cm depth per cm width per metre length | 5000 | 8.65 | 43,250 |
| PAINTING AREA/RUNWAY MARKING | — | — | — | — | |
| Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in- charge, including cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. | — | — | — | — | |
| 50 | New work (Two or more coats) | Sqm | 600 | 188.2 | 1,12,920 |
| MISCELLANEOUS | — | — | — | — | |
| 51 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 700 | 375.8 | 2,63,060 |
| 52 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 63 | 10,117.6 | 6,37,408.8 |
| 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : | — | — | — | — | |
| 53 | Moorum | Sqm | 1400 | 76.3 | 1,06,820 |
| 54 | Stone aggregate 40 mm nominal size | Sqm | 200 | 172.35 | 34,470 |
| Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. | — | — | — | — | |
| 55 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 400 | 1,045.65 | 4,18,260 |
| 56 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 400 | 1,091.5 | 4,36,600 |
| DRAINAGE | — | — | — | — | |
| STONE WARE PIPES AND FITTINGS | — | — | — | — | |
| Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : | — | — | — | — | |
| 57 | 150 mm dia. R.C.C. pipe | Metre | 260 | 556.45 | 1,44,677 |
| 58 | 300 mm dia. R.C.C. pipe | Metre | 700 | 994.3 | 6,96,010 |
| NEW TECHNOLOGIES AND MATERIALS | — | — | — | — | |
| NEW TECHNOLOGY ITEMS | — | — | — | — | |
| Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level | — | — | — | — | |
| 59 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 210 | 9,844.65 | 20,67,376.5 |
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