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Construction Of Culvert On Road From K C Purpatna To Nh -57 . Nac Daspalla ( W- 11 ) ( Si 21 ) , NAC, Daspalla-Odisha

Municipal Council -MC has published Construction Of Culvert On Road From K C Purpatna To Nh -57 . Nac Daspalla ( W- 11 ) ( Si 21 ) . Submission Date for this Tender is 05-11-2020. Culvert Tenders in NAC, Daspalla Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

25804266
Construction Of Culvert On Road From K C Purpatna To Nh -57 . Nac Daspalla ( W- 11 ) ( Si 21 )
Open Tender
Indian
Odisha
NAC, Daspalla
05-11-2020

Tender Details

Construction Of Culvert On Road From K C Purpatna To Nh -57 . Nac Daspalla ( W- 11 ) ( Si 21 )

Key Value

Document Fees
INR 2000 /-
EMD
INR 4500.0 /-
Tender Value
INR 4.42 Lakhs /-

BOQ Items

Name of Work: Construction of Culvert on road from K C purpatna to NH -57 . NAC Daspalla (w- 11) (SI 21)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation of foundation in hard soil or gravelly soil including dressing and leveling the bed and disposal of the excavated materials within initial leads and lifts as per direction of E.I.C. 87.65 Cum
2 2 Supplying and filling in foundation trenches and plinth with sand well watered and rammed in layers not exceeding 23cm in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge,. 29.2 Cum
3 3 Cement Concrete (1:3:6) using 40mm size hard granite C.B. metal approved quality from approved quarry including hoisting laying using concrete mixture and vibrators including cost, carriage, royalty, cost of all labour T.&P. etc complete and as directed by E.I.C. 71.2 Cum
4 4 C.C. (1:2:4) with 12mm and down grade C.B. chips approved quality from approved quarry including hoisting, laying hire charges of concrete mixture, vibrator, watering, curing and including cost, carriage, royalty, cost of all labour T.&P. etc complete and as directed by E.I.C. 3.6 Cum
5 5 Reinforced cement concrete of M-20 grade as per approved designs and drawings having a minimum compressive strength of 200kg/cm2 (in work test)in 15 cm cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite chips (20 mm. size chips not to exceeds 25 % ) and screened and washed sharp sand for mortar of approved quality from approved quarry to be mixed in concrete mixture including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debrises from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete but excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or Tor steel tying the grills and placing in proper position as directed by the Engineer in charge. c) slab 4.35 Cum
6 6 Cutting, Straightening coiled or bent up M.S. rods or Tor steel welding or jointing if necessary, bending, binding, tying the grills as required for R.C.C. works, providing fan hooks where necessary and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance, loading, unloading, taxes of M.S. rods or Tor steel and binding wires of 18 to 20 gauge required for the work and cost of all labour, sundries, T&P and scaffolding complete in all respect as directed by the Engineer in charge (payment will be made according to the actual weight of M.S. rod / Tor steel consumed in the work and no separate payment will be made towards weight of binding wires which is to be borne by the contractor at his own cost). 4.35 qtl
7 7 Rigid smooth centering shuttering for R.C.C.work including all cost etc complete. Lifting of excavated earth away from the work site by mechanically . a)Base 100 qtl
8 8 Back filling of Excavated earth 87.65 qtl
9 9 6 mm thick cement plaster (1:4) to RCC surfaces finished smooth including closed deep chiping and slury treatment , watering, curing cost, carriage, royalty, and taxes of all materials, cost of all labour, T&P etc complete as per the direction of E.I.C. 42.7 sqm
10 10 Display board including Colouring Writing &Photograph, etc 1 Each
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