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NTID 43615144
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💬 Talk to Our Bidding ExpertNit 89 1 Work Of Construction in Jaipur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Nit 89 1 Work Of Construction " in Jaipur, India.
- Opening Date : Thu 29th January, 2026
- Closing Date : Wed 28th January, 2026
- ₹ 1100000.00
- NTID 43615144
Key Values: Document Cost: 500.00 | EMD: 22000.00 | Estimated Cost: 1100000.00
Tender Description
Nit 89.1 Work Of Construction And Commissioning Of Tubewells And P/l/j Of Hdpe Pipeline For Near Power Grid In Village Kanwarpura Sub Div Amer Distict Jaipur With Material And 2 Years Defect Liability Period
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
22000.00 -
Document Cost
500.00 -
Estimated Cost
1100000.00
BOQ Items Total Items : 24 | Total Qty : 1540
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | 1.4 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M. 1.4.2 HDPE PE-100 PN-6 1.4.2.3 90 mm dia | 350.000 | Running Meter |
| 2 | 2.1 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strata unconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it s packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it s primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 2.1.2 Nominal bore 200 mm dia. | 80.000 | Meter |
| 3 | 2.10 Development of tube well having depth up to 250 mtr as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable methods to give sand free water for required yield of the gravel packed tube well. | 6.000 | Hr |
| 4 | 2.11 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes 2.11.2 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) | 81.000 | Meter |
| 5 | 2.12 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 2.12.3 200 mm dia nominal bore of 5.4mm thickness | 12.000 | Meter |
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