Small Scale Industries Development Corporation Limited Tender
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Small Scale Industries Development Corporation Limited - SIDCO Tender
Petroleum Products
Eprocure
Opening Date18 Dec 2020
Closing Date31 Dec 2020
Tender Amount₹ 1,45,00,000
Costs
EMD
₹ 2,90,000Document Cost
₹ 15,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_SIDCO_111795_1Bid Award Id
ViewTender No
SIDCO/CONSTT/Div./1ST/07Tender Authority
Small Scale Industries Development Corporation Limited ViewPurchaser Address
-Website
http://https://www.jksicop.com/
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Documents
BOQ Items
In ordinary rock ( 40% of Total Excavation)
1.5 to 3 mtr
1620
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. Layer not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m.
2050
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
229.88
-
-
Supply and stacking of graded stone aggregate at site, upto a distance of 15 Km.
590
-
-
Centring and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
For PCC/RCC in bedding 750
For PCC/RCC in Joints 750
1450
-
-
Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete, (Measurements to be taken of the face area timbered). Depth exceeding 1.5m but not exceeding 3m
6800
-
-
Disposal of surplus earth from the site of work upto a distance of 10 Km. by mechanical transport including loading, unloading and stacking.
2000
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-
Supplying and filling with local sand including watering, ramming, and dressing etc. .Around pipe and over the pipe for cushion & protection Total Sand filling
650
-
-
Providing all equipments and bailing out of water from the trench and keeping the dry condition during execution under sub soil condition as per analysis attached.
1.50 to 3.00 m
2237.33
-
-
Dry Solling Below Stone Aggregate in foundation and plinth.
671.2
-
-
Providign and laying non-pressure R.C.C NP-4 pipes with collar jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1.5 to 3.0m
-
-
-
150 mm dia
1007
-
-
300mm Dia
744.33
-
-
450 mm dia
486
-
-
Supply of all materials, labour, T & P etc. and constructing RCC circular M.H. of following sizes as type design and drawing. (as per unit estimate)
1200 mm dia X 2300 mm depths
56
-
-
Provide all material, labour T&P and construction of drop arrangement in following size of manhole complete.
-
-
-
150 mm
0.74
-
-
300mm
3.02
-
-
450 mm
2.51
-
-
Providing & Construction of Unit Sewer Connecting Chamber 45x45x60cm, inside with 75 class designation brick work in cement mortar 1:4 (1cement : 4coarse sand) with C.I. Cover to serve as Unit sewer connecting chamber @ 1no. between 2 Units & per Large Unit per 1no. As per unit estimate.
50
-
-
Cuttting of the road along surface including stacking serviceable material upto 50 m lead. For 150 mm Pipe
1007
-
-
Cuttting of the Bitumen road surface including stacking serviceable material upto 50 m lead.
-
-
-
For 300mm Pipe
744.33
-
-
For 450 mm Pipe
486
-
-
Development of Site. Levelling
1007
-
-
Reinstatement of roads and pavement with old dismentled serviceable materials and new short fallen material for proper finishing of surface including supply of materials,labour,T&P etc. required for proper completion of work.
1230.33
-
-
Spring water line
-
-
-
Earth work in excavation in ordinary soil in foundation trenches including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
-
-
-
In ordinary soil
630
-
-
In ordinary rock
70
-
-
Providign and laying non-pressure R.C.C NP-4 pipes with collar jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 450 mm dia,
1200
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level as per the Unit Estimate
1:1.5:3 (1cement : 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size)
Thrust Block For Lenth Above Ground (1200-900) at a Distance of 5 mtr
175
-
-
Supply of all materials, labour, T & P etc. and constructing RCC circular M.H. of following sizes as type design and drawing. (as per unit estimate)
900 mm dia X 1650 mm depths
18
-
-
Supply and fixing of C.I. D/F Sluice valve kirloskar or I.V.C. make of 10 bar rating. including all taxes for sewerage purpose.
400 mm dia at CETP Outlet
1
-
-
Supply and fixing of C.I. Non-return valve kirloskar or I.V.C. make of 10 bar rating. including all taxes for sewerage purpose.
400 mm dia at CETP Outlet
1
-
-
RCC SLAB
-
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, slab, pillars, piers, abutements, posts and struts etc. up to floor five level excluding cost of centring, shuttering, finishing and reinforcement:
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
35
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level:
5495
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :
25
-
-
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