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Providing Storm Water Drainage To Una Town Under State Disaster Mitigation Fund. ( Sh Construction Of Kotla Main Drain ) Job-1. Providing Storm Water Drainage To Una Town Under State Disaster Mitigation Fund. ( Sh Construction Of Kotla Main Drain ) , Kotla main Drain-Himachal Pradesh

Irrigation And Public Health Department has published Providing Storm Water Drainage To Una Town Under State Disaster Mitigation Fund. ( Sh Construction Of Kotla Main Drain ) Job-1. Providing Storm Water Drainage To Una Town Under State Disaster Mitigation Fund. ( Sh Construction Of Kotla Main Drain ) . Submission Date for this Tender is 26-11-2021. Drainage Tenders in Kotla main Drain Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

29879279
Corrigendum : Providing Storm Water Drainage To Una Town Under State Disaster Mitigation Fund. ( Sh Construction Of Kotla Main Drain ) Job-1. Providing Storm Water Drainage To Una Town Under State Disaster Mitigation Fund. ( Sh Construction Of Kotla Main Drain )
Open Tender
Indian
Himachal Pradesh
Kotla main Drain
26-11-2021

Tender Details

Providing Storm Water Drainage To Una Town Under State Disaster Mitigation Fund. ( Sh Construction Of Kotla Main Drain ) Job-1. Providing Storm Water Drainage To Una Town Under State Disaster Mitigation Fund. ( Sh Construction Of Kotla Main Drain ) Job-1.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 17-Nov-2021 Annual turnover certificate Other 26-11-2021
2 23-Nov-2021 Pre-bid letter Other 26-11-2021

Key Value

Document Fees
INR 2500 /-
EMD
INR 463895.0 /-
Tender Value
INR 4.31 Crore /-

BOQ Items

Name of Work :Providing Storm water drainage to Una Town under State Disaster Mitigation Fund. (SH: Construction of Kotla main Drain) Job-1
Sl. No. Item Description
1Main Drain
2Excavation in foundation, trenches in earth work in all kinds of soil,such as pick work,jumper work.blasting work in hard rock and soft rock and in saturated soil etc. i/c all leads and lifts , stacking the excavated soil not more than 3 mtrs. clear form the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as per the direction of the Engineer-in-Charge.
3Providing & laying cement concrete (M-10)1:3:6 (1cement :3 sand: 6 crushed stone aggregate 20 mm nominalsize ) and curing complete excluding cost of form work in foundation and plinth including carraige ofmaterial within all leads and lifts as per the direction of the Engineer-in-Charge.
4Providing and laying cement concrete M-30 not less than 1:1.5:3 (1cement:1.5 Sand :3 graded stone aggregate )as per IS 3370 Part-1, 2009 and curing complete excluding the cost of form work and reinforcement forreinforced concrete work in foundation and plinth including carraige ofmaterial within all leads and lifts as per the direction of the Engineer-in-Charge.
5Providing Tor steel reinforcement for R.C.C. work including bending, binding and placing in positioncomplete in all respect in all leads and lifts & as per direction of the Engineer-in-Charge
6Providing form work with steel plate 3.15 mm thick welded with angle iron in frame 30x30x5mm so as give a fair finish including centring, shuttering, strutting and propping etc with wooden battens and ballies, height of propping and centring below supporting floor to ceiling upto any height and removal of the same for in site-reinforced concrete and plain concrete work in
7Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses, plinth & string courses and the like including all leads and lifts complete in all respect.
8Demolition below G.L. upto all depth and disposal of unserviceable materials un-reinforced cement concrete more than 15 cm. Thickness complete within all leads and lifts as per the direction of the Engineer-in-charge.
9Providing and fixing of PVC pipe 75mm dia for weep holes in vertical wall including carriage of materials in all leads and lifts.
10Culverts.
11Excavation in foundation, trenches in earth work in all kinds of soil,such as pick work,jumper work.blasting work in hard rock and soft rock and in saturated soil etc. i/c all leads and lifts , stacking the excavated soil not more than 3 mtrs. clear form the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as per the direction of the Engineer-in-Charge.
12Providing & laying cement concrete (M-10)1:3:6 (1cement :3 sand: 6 crushed stone aggregate 20 mm nominalsize ) and curing complete excluding cost of form work in foundation and plinth including carraige ofmaterial within all leads and lifts as per the direction of the Engineer-in-Charge.
13Providing and laying cement concrete M-30 not less than 1:1.5:3 (1cement:1.5 Sand :3 graded stone aggregate )as per IS 3370 Part-1, 2009 and curing complete excluding the cost of form work and reinforcement forreinforced concrete work in foundation and plinth including carraige ofmaterial within all leads and lifts as per the direction of the Engineer-in-Charge.
14Providing Tor steel reinforcement for R.C.C. work including bending, binding and placing in positioncomplete in all respect in all leads and lifts & as per direction of the Engineer-in-Charge
15Providing form work with steel plate 3.15 mm thick welded with angle iron in frame 30x30x5mm so as give a fair finish including centring, shuttering, strutting and propping etc with wooden battens and ballies, height of propping and centring below supporting floor to ceiling upto any height and removal of the same for in site-reinforced concrete and plain concrete work in:
16Flat surfaces such as soffits of suspended floors,roofs,landing and the like floor etc. up to 20 cm in thickness including all leads and lifts complete in all respect.
17Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses, plinth & string courses and the like including all leads and lifts complete in all respect.
18Providing and fixing of steel railing with balusters (vertical pipes) including jointing the pipe at landing or at curve, properly grinding all the joints and buffing the complete railing for smooth finishalong road for protection wok including carriage of materials in all leads and lifts.
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