Moradabad Development Authority Tender
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Moradabad Development Authority Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Mar 2024
Closing Date11 Jun 2024
Tender Amount₹ 4,05,01,558
Costs
EMD
₹ 8,10,100Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MDA_916617_1Bid Award Id
ViewTender No
19/MDA/CE/2023-24Tender Authority
Moradabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.DSR 2021 ITEM NO. 5.9.2
1848
1026970
555.72
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access
platform .DSR 2021 ITEM NO. 5.9.3
1194
759658
636.23
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting
of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumDSR ITEM NO. 5.33.1.1
1271
8436580
6637.75
Mild steel or TMT Bars (Fe-500 d grade or higher) or HYSD Bars or iron in plain work such as reinforced concrete or reinfoced brick work (when not includied in an over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply o all steel 504/2022
2412
19778400
8200
Earth work in cutting or in embankment in ordainary soil, excavation to be in the form of regular pits not exceeding 1/2 meter(20'') depth and earth work in embankment to be in 20 cm. (8") layers including ramming and dressing the surface to required levels and slpes and also including 1.50 M(5ft.) lifts and 30M (100ft.) lead. The earth fro cutting to be used in making embankment or te be deposited as spoil banks with in 08 km distance as directed by the Engineer-in-charge. S.I.No-253(A)/SOR-2022
3273
930841
284.4
Construction of Granular Sub-Base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
809
3059638
3782
Supply & Fixing 80 mm thick Precast cement conrete I-Shape interlocking paver block a with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P. cement, Smooth high gloss finish, skid reditant. Manufactured from rubber moulds through vibro-compression machanism. The compressive strength of concrere paver block shall not be less than 30MPA (M-30) and weight 5Kg per no conferming to IS; 15658-2006 with a 4 cm thick layer of fine sand including cost of material, labour, T&P Taxes ets required for proper completion of the work as directed by Engineer-in-charge.
(1) Grey Color
2695
2425500
900
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