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Tender Value
₹65.3 Cr
EMD Value
₹1.3 Cr
Closing Date
8 May 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
CAO/CON
16 conditions · 3 needing a document upload
1.2 Financial Eligibility Criterion: 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 tenderer shall submit requisite information as per Annexure-IV, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Financial Eligibility Criteria (For Joint Venture Firm): The JV shall satisfy the requirement of "Financial Eligibility" mentioned at para-1.2 above. The "financial capacity" of the lead member of JV shall not be less than 51% of the financial eligibility criteria mentioned at para-1.2 above. The arithmetic sum of individual "financial capacity" of all the members shall be taken as JV's "financial capacity" to satisfy this requirement. Note:- Contractual payment received by a Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying compliance of the above mentioned financial eligibility criteria in the tender under consideration.
Bid Capacity: For tenders having advertised value more than Rs.10 Crore wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total value of the present tender. The available bid capacity shall be calculated as under:- Available Bid Capacity = [A x N x 2] (-)0.33 x N x B Where- A = Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender), taking into account the completed as well as works in progress. N = Number of years prescribed for completion of work for which bids has been invited. B = Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started upto the date of inviting of tender. NOTE:- (a)The Tenderer (s) shall furnish the details of - (i)Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender) for calculating A and. (ii)Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started up to the date of inviting of tender for calculating B. In case of no works in hand, a 'NIL' statement should be furnished. The submitted details for (i) and (ii) above should be duly verified by Chartered Accountant. Bid Capacity for Joint Venture Firm:- The JV shall satisfy the requirement of "Bid Capacity" requirement mentioned at para-1.3 of NIT. The arithmetic sum of individual "Bid capacity" of all the members shall be taken as JV's "Bid capacity" to satisfy this requirement. (b)In case if a bidder is JV, the tenderer (s) must furnish the details of (i)Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender) by each member of JV for calculating 'A', and (ii)Existing commitment and balance amount of ongoing work with each member of JV either in individual capacity or as a member of other JV as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to each member of JV either in individual capacity or as a member of other JV but yet not started up to the date of inviting of tender for calculating 'B'. In case of no works in hand a 'NIL' statement should be furnished. The submitted details for (i) and (ii) above should be duly verified by Chartered Accountant. (c)Value of a completed work/work in progress/work awarded but yet not started for Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying his / her compliance to the above mentioned bid capacity in the tender under consideration. (d)The arithmetic sum of individual "bid capacity" of all the members shall be taken as JV's "bid capacity". (e)In case, the tenderer/s failed to submit the above statement along with offer, their/ his offer shall be considered as incomplete and will be Rejected Summarily. continued--
-- continued (f) The available bid capacity of tenderer shall be assessed based on the details submitted by the tenderer. In case, the available bid capacity is lesser than estimated cost of the put to tender, his offer shall not be considered even if he has been found eligible in other eligibility criteria/tender requirement.
1.1 Technical Eligibility Criteria: Technical criterion: The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of 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 costing not less than the amount equal to@10<37@ of advertised value of the tender, Similar work for the purpose of eligibility criteria under 1.1 above shall mean: "Any Civil Engineering work comprising of fabrication and erection of Industrial Shed/Foot over Bridge/PF shelter/Steel Girder/Composite Girder" Note for item-1.1: (i)Substantially completed work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price Variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender. (ii) Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Government Organisation, work experience certificate issued by Public Listed Company having average annual turnover of Rs.500 Crore and above in last three 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. (iii) The responsibility of proving the eligibility for the work as per tender conditions lies with the bidders along with providing unambiguous documents/certificates in confirmation to eligibility criteria with bid. Only Experience given by Tenderer in Annexure-A will be evaluated for Technical Eligibility.No other document will be taken cognizance.
Eligibility criteria for Joint Venture Firms: Technical, financial eligibility and Bid capacity of the JV shall be adjudged based on satisfactory fulfillment of the following criteria: Technical Eligibility Criteria: The technical eligibility for the work as per para 1.1 above, shall be satisfied by either the 'JV in its own name & style' or 'Lead member of the JV'. Each other (non-lead) member(s) of JV, who is/are not satisfying the technical eligibility for the work as per para 1.1 above, shall have technical capacity of minimum 10% of the cost of work i.e., each non- lead member of JV member must have satisfactorily completed or substantially completed during the last 07 (seven) years, ending last day of month previous to the one in which tender is invited, one similar single work for a minimum of 10% of advertised value of the tender. Note:- (i). Value of a completed work done by a Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying his/her compliance to the above mentioned technical eligibility criteria in the tender under consideration.
15 conditions · 12 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.
All the documents uploaded with this NIT, are part and parcel of this tender. With submission of BID it is considered that bidder has read all the document and accepted all conditions as there in.
Execution of earthwork, construction of PEB shed, DG shed, switch room, Scrap yard, Staff room, administrative building including canteen along with electrification works, Track Linking, Supply of ballast and other miscellaneous works in connection with "Construction of Centralized sick line and associated developmental work at Bhilai in Raipur division under South East Central Railway.
CAO-C-BSP-26-27-04
CAO-C-BSP-26-27-04
Open
Works - General
12 Months
Bilaspur, Chhattisgarh
₹0
₹1.3 Cr
8 May 2026
11 Apr 2026
24 Apr 2026
326 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| CARRIAGE OF MATERIALS | — | — | — | — | |
| By Mechanical Transport including loading, unloading and stacking | — | — | — | — | |
| Stone aggregate 40 mm nominal size and above | — | — | — | — | |
| 1 | 3km | cum | 1000 | 238.08 | 2,38,080 |
| R.C.C. pipe, A.C. pipes, steel cylinder, R.C. pipes, S.C.I. pipes, C.I. pipes and unreinforced cement pipes | — | — | — | — | |
| 200 mm dia | — | — | — | — | |
| 2 | 1km | 100 metre | 1600 | 1,031.35 | 16,501.6 |
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| 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 | 11186 | 177.5 | 19,85,515 |
| 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. | — | — | — | — | |
| 4 | Ordinary rock | cum | 300 | 498.9 | 1,49,670 |
| Excavating trenches by mechanical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : | — | — | — | — | |
| All kinds of soil | — | — | — | — | |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 100 | 352.15 | 35,215 |
| 6 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 100 | 549.75 | 54,975 |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 4000 | 196 | 7,84,000 |
| 8 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 1278 | 700.5 | 8,95,239 |
| Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | — | — | — | — | |
| 9 | All kinds of soil | cum | 100 | 126.8 | 12,680 |
| 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 115 | 2,123.75 | 2,44,231.25 |
| 11 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 10000 | 17.6 | 1,76,000 |
| Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. | — | — | — | — | |
| 12 | Beyond 60 cm girth upto and including 120 cm girth | Each | 10 | 2,373.5 | 23,735 |
| 13 | Beyond 120 cm girth upto and including 240 cm girth | Each | 4 | 11,020.15 | 44,080.6 |
| Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : | — | — | — | — | |
| Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.: | — | — | — | — | |
| 14 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 1167 | 53.45 | 62,376.15 |
| Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: | — | — | — | — | |
| 15 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 1295 | 310.05 | 4,01,514.75 |
| 16 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 500 | 93.05 | 46,525 |
| 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 : | — | — | — | — | |
| 17 | 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 | 73 | 8,340.85 | 6,08,882.05 |
| 18 | 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 | 254 | 7,878.5 | 20,01,139 |
| 19 | 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 | 3406 | 7,294.7 | 2,48,45,748.2 |
| 20 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 1000 | 7,178.75 | 71,78,750 |
| Centering and shuttering including strutting, propping etc. and removal of form work for : | — | — | — | — | |
| 21 | Foundations, footings, bases for columns | Sqm | 2090 | 392.15 | 8,19,593.5 |
| 22 | Columns, piers, abutments, pillars, posts and struts | Sqm | 150 | 961.3 | 1,44,195 |
| DAMP-PROOF COURSE | — | — | — | — | |
| 23 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 19 | 410.85 | 7,806.15 |
| 24 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 148 | 495.75 | 73,371 |
| 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. | — | — | — | — | |
| All works upto plinth level : | — | — | — | — | |
| 25 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 1935 | 9,212.6 | 1,78,26,381 |
| All works above plinth and upto floor V level | — | — | — | — | |
| 26 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 7 | 9,568.25 | 66,977.75 |
| 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 : | — | — | — | — | |
| 27 | 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 | 506 | 9,045.75 | 45,77,149.5 |
| 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 : | — | — | — | — | |
| 28 | 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 | 116 | 10,852.95 | 12,58,942.2 |
| 29 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and 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 | 382 | 11,505.5 | 43,95,101 |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 30 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2844 | 392.15 | 11,15,274.6 |
| 31 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 3500 | 842.5 | 29,48,750 |
| 32 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2646 | 927.25 | 24,53,503.5 |
| 33 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 3934 | 736.4 | 28,96,997.6 |
| 34 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 3840 | 961.3 | 36,91,392 |
| 35 | Stairs, (excluding landings) except spiral-staircases | Sqm | 33 | 764.95 | 25,243.35 |
| Edges of slabs and breaks in floors and walls | — | — | — | — | |
| 36 | Under 20 cm wide | Metre | 625 | 208.55 | 1,30,343.75 |
| 37 | Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like | Sqm | 276 | 964.85 | 2,66,298.6 |
| 38 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 251 | 951.1 | 2,38,726.1 |
| PRE-CAST RCC | — | — | — | — | |
| 39 | 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 | 120 | 10,585.9 | 12,70,308 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete w o r k ; u s i n g 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.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 40 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 930 | 9,504.75 | 88,39,417.5 |
| 41 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 700 | 9,655.7 | 67,58,990 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 42 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 388 | 9,860.4 | 38,25,835.2 |
| 43 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 82 | 733.5 | 60,147 |
| MASONRY WORK | — | — | — | — | |
| General | — | — | — | — | |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 44 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 50 | 7,370.65 | 3,68,532.5 |
| Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 45 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 715 | 6,295.15 | 45,01,032.25 |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : | — | — | — | — | |
| 46 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 990 | 9,344.35 | 92,50,906.5 |
| 47 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 90 | 9,105.95 | 8,19,535.5 |
| HALF BRICK MASONRY | — | — | — | — | |
| Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. | — | — | — | — | |
| 48 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 38 | 1,150.5 | 43,719 |
| 49 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 104 | 1,123.8 | 1,16,875.2 |
| 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 : | — | — | — | — | |
| 50 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1180 | 9,095.05 | 1,07,32,159 |
| Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : | — | — | — | — | |
| 51 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 5 | 8,752.55 | 43,762.75 |
| STONE WORK | — | — | — | — | |
| RANDOM RUBBLE MASONRY | — | — | — | — | |
| Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : | — | — | — | — | |
| 52 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 255 | 7,311.25 | 18,64,368.75 |
| 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 | — | — | — | — | |
| Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble | — | — | — | — | |
| 53 | Area of slab over 0.50 sqm | Sqm | 2 | 3,078.4 | 6,156.8 |
| Granite stone slab colour black, Cherry/Ruby red | — | — | — | — | |
| 54 | Area of slab over 0.50 sqm | Sqm | 5 | 5,136.3 | 25,681.5 |
| 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. | — | — | — | — | |
| 55 | Granite work | Metre | 5 | 510.95 | 2,554.75 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| FRAMES AND TRUSSES | — | — | — | — | |
| Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). | — | — | — | — | |
| 56 | Second class teak wood | cum | 8 | 1,42,949.7 | 11,43,597.6 |
| 57 | Sal wood | cum | 3.16 | 1,16,520.3 | 3,68,204.15 |
| Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. | — | — | — | — | |
| 58 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 55 | 3,473.85 | 1,91,061.75 |
| Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: | — | — | — | — | |
| 59 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 61 | 2,392.65 | 1,45,951.65 |
| MISCELLANEOUS-WOOD WORK | — | — | — | — | |
| Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. | — | — | — | — | |
| 60 | Fixed to steel windows by welding | Kg | 1600 | 219.1 | 3,50,560 |
| COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 1378) | — | — | — | — | |
| Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) | — | — | — | — | |
| 61 | 300x16 mm | Each | 32 | 216.55 | 6,929.6 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : | — | — | — | — | |
| 62 | 250x10 mm | Each | 32 | 441.6 | 14,131.2 |
| Providing and fixing bright finished brass door latch with necessary screws etc. complete : | — | — | — | — | |
| 63 | 250x16x5 mm | Each | 24 | 308 | 7,392 |
| Providing and fixing bright finished brass handles with screws etc. complete: | — | — | — | — | |
| 64 | 100 mm | Each | 56 | 234.7 | 13,143.2 |
| 65 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 41 | 121.65 | 4,987.65 |
| 66 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 71 | 983.15 | 69,803.65 |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, panelling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. | — | — | — | — | |
| 67 | 30 mm thick pre laminated PVC door shutters | Sqm | 41 | 3,663.8 | 1,50,215.8 |
| Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. | — | — | — | — | |
| Three track three panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body | — | — | — | — | |
| 68 | Using R4 series with frame (115 mm & above) x (45 mm & above) & sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point locking system. (Height above 1.8 metre). | Sqm | 56 | 9,888.35 | 5,53,747.6 |
| Providing and fixing 18mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. in partitions, boxes, shelves, racks and cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-in-charge | — | — | — | — | |
| 69 | 18 mm thick | Sqm | 5 | 1,362.3 | 6,811.5 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. | — | — | — | — | |
| 70 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 2 | 5,804.35 | 11,608.7 |
| 71 | Using flats 30x6 mm for diagonal braces and central cross piece | Sqm | 2 | 5,563.75 | 11,127.5 |
| FLOORING | — | — | — | — | |
| TILE FLOORING | — | — | — | — | |
| Precast terrazzo tiles 22 mm thick with graded marble chips of size upto12 mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) : | — | — | — | — | |
| 72 | Light shade pigment using white cement | Sqm | 115 | 1,549.45 | 1,78,186.75 |
| Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. | — | — | — | — | |
| In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) | — | — | — | — | |
| 73 | Acid and alkali resistant tile | Sqm | 1 | 1,738.15 | 1,738.15 |
| 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) : | — | — | — | — | |
| 74 | 25 mm thick | Sqm | 36 | 1,948.25 | 70,137 |
| 75 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 10 | 2,354.7 | 23,547 |
| CERAMIC GLAZED TILES | — | — | — | — | |
| 76 | 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 all colours, shades, except 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 pointing the joints with white cement and matching pigments etc., complete. | Sqm | 330 | 1,439.4 | 4,75,002 |
| VITRIFIED FLOOR TILES | — | — | — | — | |
| Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm 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. | — | — | — | — | |
| 77 | Size of Tile 600x600 mm | Sqm | 1100 | 1,553.45 | 17,08,795 |
| 78 | Size of Tile 1000x1000 mm | Sqm | 50 | 2,089.65 | 1,04,482.5 |
| ROOFING | — | — | — | — | |
| SHEET ROOFING | — | — | — | — | |
| Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. | — | — | — | — | |
| 79 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Metre | 400 | 1,083.3 | 4,33,320 |
| RAIN WATER SPOUT AND PIPE | — | — | — | — | |
| Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | — | — | — | — | |
| 80 | 75 mm diameter | Metre | 100 | 248.8 | 24,880 |
| 81 | 110 mm diameter | Metre | 1202 | 377.4 | 4,53,634.8 |
| Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. | — | — | — | — | |
| Single tee without door | — | — | — | — | |
| 82 | 110x110x110 mm | Each | 8 | 221.35 | 1,770.8 |
| Bend 87.5 degree | — | — | — | — | |
| 83 | 110 mm bend | Each | 302 | 150.35 | 45,405.7 |
| Shoe (Plain) | — | — | — | — | |
| 84 | 110 mm Shoe | Each | 150 | 131.85 | 19,777.5 |
| Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : | — | — | — | — | |
| 85 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 1280 | 1,355.8 | 17,35,424 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 86 | 1:6 (1 cement: 6 fine sand) | Sqm | 2500 | 333.35 | 8,33,375 |
| 15 mm cement plaster on the rough side of single or half brick wall of mix : | — | — | — | — | |
| 87 | 1:6 (1 cement: 6 fine sand) | Sqm | 5545 | 383 | 21,23,735 |
| CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT | — | — | — | — | |
| 12 mm cement plaster finished with a floating coat of neat cement of mix : | — | — | — | — | |
| 88 | 1:4 (1 cement: 4 fine sand) | Sqm | 1820 | 425.55 | 7,74,501 |
| 6 mm CEMENT PLASTER | — | — | — | — | |
| 89 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. | Sqm | 1500 | 396.65 | 5,94,975 |
| ROUGH CAST PLASTER | — | — | — | — | |
| Rough cast plaster upto 10 m height above ground level with a mixture of sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10 mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. | — | — | — | — | |
| 90 | Ordinary cement finish using ordinary cement | Sqm | 1361 | 886.6 | 12,06,662.6 |
| PEBBLE DASH PLASTER | — | — | — | — | |
| 91 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 4000 | 262.7 | 10,50,800 |
| INTERIOR FINISHING | — | — | — | — | |
| Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : | — | — | — | — | |
| 92 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 5785 | 185.65 | 10,73,985.25 |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing walls with water proofing cement paint of required shade : | — | — | — | — | |
| 93 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1361 | 116.9 | 1,59,100.9 |
| Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : | — | — | — | — | |
| 94 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 6000 | 193.7 | 11,62,200 |
| 95 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 1500 | 170.7 | 2,56,050 |
| Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | — | — | — | — | |
| 96 | Two or more coats on new work | Sqm | 715 | 155.9 | 1,11,468.5 |
| Painting with aluminium paint of approved brand and manufacture to give an even shade . | — | — | — | — | |
| 97 | Two or more coats on new work | Sqm | 950 | 146.8 | 1,39,460 |
| Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade : | — | — | — | — | |
| 98 | Two or more coats on new work | Sqm | 30 | 163.35 | 4,900.5 |
| 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. | — | — | — | — | |
| 99 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 46 | 2,434.25 | 1,11,975.5 |
| Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer- in-charge: | — | — | — | — | |
| 100 | Above 150 mm dia up to 300 mm dia | Metre | 1500 | 456.65 | 6,84,975 |
| Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres | — | — | — | — | |
| 101 | Above 150 mm diameter | Each | 4 | 1,184.15 | 4,736.6 |
| ROAD WORK | — | — | — | — | |
| ROADS | — | — | — | — | |
| Supplying and stacking at site. | — | — | — | — | |
| 102 | Moorum | cum | 5043 | 768.25 | 38,74,284.75 |
| MISCELLANEOUS | — | — | — | — | |
| 103 | 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 | 800 | 375.8 | 3,00,640 |
| 104 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. | cum | 3410 | 2,914.3 | 99,37,763 |
| SANITARY INSTALLATIONS | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : | — | — | — | — | |
| 105 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 6,515.55 | 65,155.5 |
| Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : | — | — | — | — | |
| 106 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 8,006.6 | 48,039.6 |
| Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: | — | — | — | — | |
| 107 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 20 | 2,648.85 | 52,977 |
| Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : | — | — | — | — | |
| Kitchen sink with drain board | — | — | — | — | |
| 108 | 510x1040 mm bowl depth 200 mm | Each | 2 | 7,159 | 14,318 |
| 109 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 20 | 349.15 | 6,983 |
| Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : | — | — | — | — | |
| 110 | Rectangular shape 453x357 mm | Each | 20 | 1,361.8 | 27,236 |
| Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : | — | — | — | — | |
| 100 mm inlet and 100 mm outlet | — | — | — | — | |
| 111 | Sand Cast Iron S&S as per IS: 1729 | Each | 20 | 1,683.55 | 33,671 |
| 112 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 20 | 231.95 | 4,639 |
| WATER SUPPLY | — | — | — | — | |
| C.P.V.C. PIPES | — | — | — | — | |
| Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. ( Internal work - Exposed on wall ) | — | — | — | — | |
| 113 | 50 mm dia nominal bore | Metre | 400 | 1,048.35 | 4,19,340 |
| Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work | — | — | — | — | |
| 114 | 50 mm dia nominal bore | Metre | 350 | 762.15 | 2,66,752.5 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | — | — | — | — | |
| 115 | 25 mm nominal bore | Each | 4 | 622.4 | 2,489.6 |
| 116 | 40 mm nominal bore | Each | 4 | 826.1 | 3,304.4 |
| Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet | — | — | — | — | |
| 117 | 150 mm diameter | Each | 7 | 222.35 | 1,556.45 |
| C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES | — | — | — | — | |
| Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : | — | — | — | — | |
| 300 mm diameter | — | — | — | — | |
| 118 | Class I | Each | 3 | 27,059.3 | 81,177.9 |
| 119 | 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. | Per Litre | 10000 | 11 | 1,10,000 |
| C.P. BRASS FITTINGS | — | — | — | — | |
| Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. | — | — | — | — | |
| 120 | 15 mm nominal bore | Each | 40 | 820.7 | 32,828 |
| Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 | — | — | — | — | |
| 121 | 15mm nominal bore | Each | 4 | 574.3 | 2,297.2 |
| AIR VALVE & WATER METER (BULK TYPE) | — | — | — | — | |
| Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : | — | — | — | — | |
| 122 | 100 mm dia | Each | 4 | 8,893 | 35,572 |
| 123 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 20 | 111.45 | 2,229 |
| Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 : | — | — | — | — | |
| 124 | Up to 600 mm dia | Quintal | 6 | 20,009.7 | 1,20,058.2 |
| Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 : | — | — | — | — | |
| 125 | Up to 600 mm dia | Quintal | 2 | 21,290.1 | 42,580.2 |
| Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the costof rubber gasket : | — | — | — | — | |
| 126 | 300 mm dia pipes | Joint | 300 | 435.45 | 1,30,635 |
| Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : | — | — | — | — | |
| 127 | 300 mm dia Ductile Iron Class K- 9 pipes | Metre | 1400 | 4,344.4 | 60,82,160 |
| Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS :8329 : | — | — | — | — | |
| 128 | 300 mm dia Ductile Iron Double Flanged | Metre | 18 | 5,895.7 | 1,06,122.6 |
| Labour for cutting C.I. pipe with steel saw. | — | — | — | — | |
| 129 | 300 mm diameter C.I. pipe | Each Cut | 5 | 728.85 | 3,644.25 |
| DRAINAGE | — | — | — | — | |
| STONE WARE PIPES AND FITTINGS | — | — | — | — | |
| Providing, laying and jointing glazed stoneware pipes class SP- 1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : | — | — | — | — | |
| 130 | 100 mm diameter | Metre | 55 | 443.6 | 24,398 |
| Providing and fixing square- mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: | — | — | — | — | |
| 100x100 mm size P type | — | — | — | — | |
| 131 | With Sewer bricks conforming to IS : 4885 | Each | 5 | 2,685.2 | 13,426 |
| Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : | — | — | — | — | |
| Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : | — | — | — | — | |
| 132 | With Sewer bricks conforming to IS : 4885 | Each | 4 | 12,711.8 | 50,847.2 |
| PILE WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : | — | — | — | — | |
| 133 | 550 mm dia piles | Metre | 1200 | 4,530.9 | 54,37,080 |
| Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification and the direction of Engineer in-charge. | — | — | — | — | |
| Single pile upto 50 tonne Safe capacity | — | — | — | — | |
| 134 | Initial test (Test Load 2.5 times the Safe capacity) | Per Test | 3 | 54,771.5 | 1,64,314.5 |
| 135 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS :14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. | Per Test | 120 | 1,153.2 | 1,38,384 |
| ALUMINIUM WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash f a s t e n e r s to be paid for separately) : | — | — | — | — | |
| For fixed portion | — | — | — | — | |
| 136 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 465 | 495.05 | 2,30,198.25 |
| For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) | — | — | — | — | |
| 137 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 580 | 598.6 | 3,47,188 |
| Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): | — | — | — | — | |
| 138 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 114 | 1,176.8 | 1,34,155.2 |
| 139 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. | Sqm | 26 | 4,997.7 | 1,29,940.2 |
| 140 | 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 paid separately) | Sqm | 40 | 5,325.9 | 2,13,036 |
| WATER PROOFING | — | — | — | — | |
| General | — | — | — | — | |
| 141 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 10 | 688.9 | 6,889 |
| Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer- in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. "All above operations to be done in order and as directed and specified by the Engineer-in- Charge : | — | — | — | — | |
| 142 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 900 | 1,684.6 | 15,16,140 |
| RAIN WATER HARVESTING & TUBEWELLS | — | — | — | — | |
| General | — | — | — | — | |
| Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. | — | — | — | — | |
| All types of soil | — | — | — | — | |
| 143 | 300 mm dia | Metre | 70 | 825.7 | 57,799 |
| Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in- charge. | — | — | — | — | |
| 144 | 150 mm nominal size dia having minimum wall thickness 5.00 mm | Metre | 50 | 1,972.25 | 98,612.5 |
| 145 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 50 | 2,442.75 | 1,22,137.5 |
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