East Central Railway Tender
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Costs
EMD
₹ 2,70,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Boundary Wall/compound Wall At Vulnerable Locations Around The Colonies (gaya Colony, Manas Nagar Colony & Central Colony) At Ddu Under Aden/hq/ddu
Description
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Contact
Tender Id
23-DDU-DEN-HQ-24-25-DDU DIVISION-ENGINEERING/EAST CENTRAL RLYTender No
23-DDU-DEN-HQ-24-25Tender Authority
East Central Railway ViewPurchaser Address
-Website
http://ireps.gov.in
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Documents
BOQ Items
CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in position 4 cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
200
6833
1052343.6
CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in position 5 cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 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)
50
7365
283558.28
MASONRY WORK // Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: // Cement mortar 1:6 (1 cement : 6 coarse sand)
250
6658
1281713.13
MASONRY WORK // Brick work with common burnt clay F.P.S. (non modular) bricks of class 7 designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : // Cement mortar 1:6 (1 cement : 6 coarse sand)
1131
8288
7218075.36
MASONRY WORK // 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. // Cement mortar 1:4 (1 cement :4 coarse sand)
1650
1018
1293432.52
REINFORCED CEMENT CONCRETE // CAST IN SITU // Providing and laying in position specified 9 grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : // 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
600
8364
3864260.4
REINFORCED CEMENT CONCRETE // CAST IN SITU // Reinforced cement concrete work in walls 10 (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 : // 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)
220
10185
1725347.47
REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of 11 concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works upto plinth level // Concrete of M25 grade with minimum cement content of 330 kg /cum
20
8683
133730.52
REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and placing in position precast reinforced cement concrete waffle units, square or rectangular, as per design and shape for 12 floors and roofs in 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 10 mm nominal size derived from natural sources), including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2 Fine sand), making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting etc, form work in precasting, handling, hoisting, centering and erection complete for all floor levels but, excluding the cost of reinforcement.
8
27983
172379.9
CARRIAGE OF MATERIALS // By Mechanical Transport including loading,unloading and stacking // Earth // 1km
1000
180
138908
REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete
1600
307
379394.4
FLOORING // Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with local sand, with common burnt clay non modular bricks.
1450
733
818729.45
FINISHING // CEMENT PLASTER (IN FINE SAND) // 12 mm cement plaster of mix : // 1:6 (1 cement: 6 fine sand)
8000
282
1737120
FINISHING // CEMENT PLASTER (IN COARSE SAND) // 15 mm cement plaster on rough side of single or half brick wall of mix: // 1:6 (1 cement: 6 coarse sand)
2000
339
522214
REINFORCED CEMENT CONCRETE // STEEL REINFORCEMENT // Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. // Mild steel and Medium Tensile steel bars
30789
88
2108784.79
REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts 13.109.2 8000.00 Sqm 63.25 506000.00 (-) 23.00 389620.00
1000
804
619272.5
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