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Construction Of 2 Span Bridge In Nogda Tola On The Way To Chitrawla, Panchayat Jamdih, Hathgamhria Block, District West Singhbhum. , Hatgamhariya block, district West Singhbhum.-Jharkhand

Water Resources Department-WRD has published Construction Of 2 Span Bridge In Nogda Tola On The Way To Chitrawla, Panchayat Jamdih, Hathgamhria Block, District West Singhbhum. . Submission Date for this Tender is 22-09-2021. Bridge Work Tenders in Hatgamhariya block, district West Singhbhum. Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

29210854
Corrigendum : Construction Of 2 Span Bridge In Nogda Tola On The Way To Chitrawla, Panchayat Jamdih, Hathgamhria Block, District West Singhbhum.
Open Tender
Indian
Jharkhand
Hatgamhariya block, district West Singhbhum.
22-09-2021

Tender Details

Construction Of 2 Span Bridge In Nogda Tola On The Way To Chitrawla, Panchayat Jamdih, Hathgamhria Block, District West Singhbhum.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 18-Sep-2021 Change in NIT Number Technical Bid 22-09-2021

Key Value

Document Fees
INR 10000 /-
EMD
INR 113000.0 /-
Tender Value
INR 56.07 Lakhs /-

BOQ Items

Name of Work: Construction of 2 Span bridge in Nogda tola on the way to Chitrawla, Panchayat Jamdih, Hathgamhria block, district West Singhbhum.
Sl. No. Item Description
1Earth work in excavation of foundation of foundation trenches as per design section in ordinary or soft rock and disposal of excavated materials so obtained (50 M away from the edge of trenches ) with initial lead of 150 M and initial lift of 1.5 M as per specification and direction of E/I.
2Providing coarse clean sand filling in foundation trenches or in plinth, including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I ( Mode of measurement compacted volume).
3Supplying and laying(Property as per design and drawing) rip rap with good quality of boulders duly packed including the cost of materials, royality all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.
4Providing and laying P.C.Cor R.C.C . M-150 with nominal mix of (1:2:4 ) in foundation of various componets of canal or embankment structure with approved quality of 20mm graded coarse aggreegate of required grade as per design ) and approved quality of sand of requisite F.M (2.5 to 3.0 ) washed and screened including necessary tools and plats , vibrating , curing royalty and all taxes etc. excluding cost of form work as well asreinforcement , its cutting bending and placing compelete job as per specification and direction of E/I.
5Providing Random Rubble Masonaryin Cement Mortar (1:4)in Foundation with approved quality of coarse sand of requisite F.M.(2.5 to 3.0) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I.
6Providing Random Rubble Masonaryin Cement Mortar (1:4)in superstructure with approved quality of coarse sand of requisite F.M.(2.5 to 3.0) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I.
7Providing R.C.C /P.C.C M-15 with nominal mix of (1:1.5:3) in Superstructure of various component of canal or embankement structure with approved quality 40 mm graded coarse aggregate of required grade and approved qualityof sand F.M. (2.5 to 3.0 ) washed and screened but including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding cost of form as well as its cutting bending and placing complete job as per Drawing and Technical Specifications and direction of E/I
8Providing R.C.C /P.C.C M-15 with nominal mix of (1:1.5:3) in deck slabwith approved quality 20 mm graded coarse aggregate of required grade and approved qualityof sand F.M. (2.5 to 3.0 ) washed and screened but including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding cost of form as well as its cutting bending and placing complete job as per Drawing and Technical Specifications and direction of E/I
9Providing R.C.C /P.C.C M-200 with nominal mix of (1:1.5:3) in various component of dam structure with approved quality 40 mm graded coarse aggregate of required grade and approved qualityof sand F.M. (2.5 to 3.0 ) washed and screened but including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding cost of form as well as its cutting bending and placing complete job as per Drawing and Technical Specifications and direction of E/I
10Providing TMT bar (tor steel) renforcement as approval design drawing removal of rust cutting bending binding including supplying of annealed wire placing M.S. rod in position all complete as per buildingSpecifications and direction of E/I
11Providing centering including strutting proping etc and its removal after use in deck slab asSpecifications and direction of E/I
12Providing 25mm thick C.P (1:4) on inside walls clean course sand of FM(2.5 to3.0)washed and screened including curimg,scaffolding,wherever required and its removal royality etc.complete job as per specification and directiom of E/I
13Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall a complete job as per specification and direction of E/I
14Dewatering of subsoil during constrution all complete as per specification and direction of E/I
15Earth work in filling of structure in layer not exceedin 150mm thick well watered rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of all complete as per building specification and direction of E/I Beyond 150m but upto 1/2Km.
16Earth work in filling in foundation and back filling of masonary with suitable earth in layers not exceeding 150mm thick well watered rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30 M and lift 1.5 M complete as per specification an direction of E/I
17Supplying of moorum & spreading all complete as per specification and direction of E/I (materials + carriage).
18Carraige of Materials :- (i) Cement
19(ii) Sand
20(iii) Stone Chips
21(iv) Boulder
22(iv) Boulder
23GST @ 12%
24Labour cess @ 1%
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