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Construction Of Weir On Sb Over Mahapatia Nallah Construction Of Weir On Sb Over Mahapatia Nallah At 2Nd Km On Khajuria To Makuakateni ( Tarajanga ) Road In The District Of Dhenkanal, Kamakhyanagar-Odisha

Rural Works Department has published Construction Of Weir On Sb Over Mahapatia Nallah Construction Of Weir On Sb Over Mahapatia Nallah At 2Nd Km On Khajuria To Makuakateni ( Tarajanga ) Road In The District Of Dhenkanal. Submission Date for this Tender is 18-12-2021. Dam Work Tenders in Kamakhyanagar Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

30215233
Construction Of Weir On Sb Over Mahapatia Nallah Construction Of Weir On Sb Over Mahapatia Nallah At 2Nd Km On Khajuria To Makuakateni ( Tarajanga ) Road In The District Of Dhenkanal
Indian
Odisha
Kamakhyanagar
18-12-2021

Tender Details

Construction Of Weir On Sb Over Mahapatia Nallah Construction Of Weir On Sb Over Mahapatia Nallah At 2Nd Km On Khajuria To Makuakateni ( Tarajanga ) Road In The District Of Dhenkanal

Key Value

Document Fees
INR 10000 /-
EMD
Refer document
Tender Value
INR 53.01 Lakhs /-

BOQ Items

Name of Work:Construction of weirs onS.B over Mahapatia Nallah at 2nd Kmon Khajuria to Makuakateni (Tarajanga) Road in the district of Dhenkanal for the year 2021-22 " .
Sl. No. Item Description
1Clearing & grubbing road land including uprooting rank vegetation, grass , bushes, shrubs, saplings & trees girth upto 300mm , removal of stumps etc. complete to shape as per direction of the Engineer-in-charge in the area of Light Jungle.
2Earth work in excavation of foundation with dewatering in all kinds of soil with all leads and lifts and to required depth including dressing and levelling the bed and depositing the excavated materials away from work site etc. complete as per direction of the Engineer-in-charge.
3Filling foundation and plinth with sand well watered and rammed includingcost & conveyance of materials, labour ,T&P, royalty & taxes etc.complete as per direction of the Engineer-in-charge.
4Providing P.C.C. M-15 in foundation including de-watering with stone aggregates of required size & approved quality including laying concrete,formwork, cost & conveyance of materials, labour ,T&P, royalty, taxes, curing etc. complete as per direction of the Engineer-in-charge.
5Providing R.C.C. M-25 in foundation including de-watering with stone aggregates of required size & approved quality including laying concrete,formwork, cost & conveyance of materials, labour ,T&P, royalty, taxes, curing etc. complete as per direction of the Engineer-in-charge.
6Providing R.C.C. M-25 in sub-structurewith stone aggregates of required size & approved quality including laying concrete,formwork, cost & conveyance of materials, labour ,T&P, royalty, taxes, curing etc. complete as per direction of the Engineer-in-charge.
7Providing R.C.C. M-30 in Sub-structure with stone aggregates of required size & approved quality including laying concrete,formwork, cost & conveyance of materials, labour ,T&P, royalty, taxes, curing etc. complete as per direction of the Engineer-in-charge.
8S&FinpositionMS / High yielddeformedbars, reinforcement with cutting ,beding, binding, straightening and tying the grills and placing in position including cost of binding wire 18 to 20 gauge includingcost & conveyance of materials, labour ,T&P, taxes etc. complete as per direction of the Engineer-in-charge.
9Providing & inserting nipples with approved fixing compound after drilling holes for grouting as per technical specification including subsequent cutting/ removal & sealing the hole as necessary of nipples after completion of grouting with cement / epoxy etc. complete to shape as per direction of Engneer-in-charge.
10Earth work in embankment with carriage by mechanical means with all lead & lifts including dressing, breaking clods to maximum 5cm to 7cm, laying in layers not exceeding 0.3 m in depth including sectioning & cambering, compacting by ramming, labour ,T&P, royalty & taxes etc. complete as per direction of the Engineer-in-charge.
11Providing Rough stone dry packing in aprons & revetment with h.g.stone of approved quality and size includingcost & conveyance of materials, royalty, taxes, curingetc. complete as per direction of the Engineer-in-charge.
12Providing cement grouting aprons & revetment 15cm deep with cement concrete (1:3:6) with 2.5cm c.b.h.g. stone aggregate including cost & conveyance of materials, labour ,T&P, royalty, taxes, curing but excluding cost of gunny bags etc. complete as per direction of the Engineer-in-charge.
13Providing weepholes inplain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards draining face complete as per drawing etc. as per direction of the Engineer-in-charge.
14Filling foundation and plinth with excavated soil includingcost of labour ,T&P etc. complete to shape as per direction of the Engineer-in-charge.
15Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum sheeting, 2.00mm thick or A.C.P. (Aluminum composite panel) used for sign boards with a thermoplastic core of low density polythylene (LDPE) between two thick sheets of aluminum with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75m x 75mm x 6mm, 2 nos firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 75cm, 60 cm belowground level as per approved drawing including required lettering, cost, convayance, royalty, taxes of all materials, labour, T&P, excavation, curing etc. complete, under supervision of E.I.C.(A) 1.8 mt. X 1.2 m. Size Branding BOARD
16Providing & fixing mild steelInformatory sign board 0.9mt. X 0.6 mt. Size size MS plate with 1 no. Square bar / angle iron post including painting, lettering, PCC grouting etc. complete as per direction of the Engineer-in-charge.
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