Tender For Kiifb-Utility Shifting In The Approach Road Of New Ranni Valiya Bridge Across P A River In Pathanamthitta District-.-Pipeline Work
Tender Value
33.32 Lakhs
Estimated cost
Bid Submission
27 Jul 2026
4 days left
EMD
50000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pathanamthitta → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Kiifb-Utility Shifting In The Approach Road Of New Ranni Valiya Bridge Across P A River In Pathanamthitta District-.-Pipeline Work
BOQ
| Sl. No. | Item Description |
| 1 | Supply of Materials |
| 2 | 100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia. |
| 3 | OD75258/2023-2024:Supplying 80mm GI Pipe |
| 4 | OD161986/2024-2025:Supplying 90x90/45/22.5 PVC bend /90x90/90 /75/63 PVC tee10 Kg |
| 5 | OD162013/2024-2025:Supplying 90 mm PVC MTA/FTA adopter 10 kg |
| 6 | OD162021/2024-2025:Supplying 80 x90/45/22.2 GI bend(m) |
| 7 | 100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. |
| 8 | 100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm. |
| 9 | OD88136/2025-2026:Supply of gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore |
| 10 | OD88137/2025-2026:Supply of gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore |
| 11 | 100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. |
| 12 | Working Charges |
| 13 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 14 | 100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock. |
| 15 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. |
| 16 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. |
| 17 | OD88074/2025-2026:Conveying and fixing G.I. pipes complete with G.I. fittings but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore. |
| 18 | OD76350/2023-2024:Shifting interconnections of the existing branch lines ,street taps,water connections to the new lines including cost and Labor charges etc complete |
| 19 | OD76351/2023-2024:Taking interconnection from the Existing 110 mm/90 mm/75 mm/63 mm/50 mm PVC Pipe Line or 80 mm/65 mm/50 mm/40 mm G.I.Pipe Line to newly laid 90 mm/75 mm/63 mm/50 mm PVC Pipe Line or 80 mm/65 mm/50 mm/40 mm G.I.Pipe Line, using suitable specials as directed by the departmental Officer at site , including cost of materials, labour charges , conveyance of materials , including necessary earth work etc. complete as per directions . |
| 20 | 100.31.2.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class II. |
| 21 | 100.31.2.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class II. |
| 22 | OD88139/2025-2026:Conveying and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore |
| 23 | OD88140/2025-2026:Conveying and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore |
| 24 | OD88189/2025-2026:Conveying and fixing 25 mm single/double orifice air valve as per the direction of departmental officers. |
| 25 | OD158225/2024-2025:Cutting ,grinding and welding 80mm GI pipe for making bends and other special , jointing pipe for aligning , fixing valve and fabrication works by gas/electric welding machine including the cost gas , labor charges etc complete |
| 26 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 27 | Construction of Valve Chamber |
| 28 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 29 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 30 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 31 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 32 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 33 | OD161884/2024-2025:Placing the RCC pre cast slab 1.2x0.4x0.15 m/ nearest dimension 3 nos or more over (casting as per site condition)the chamber without any damages to the cover slabs from casting places within 50 m in proper alignment as per the direction of departmental officers |
| 34 | Road restoration |
| 35 | 16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 |
| 36 | 16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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