Tender For Provision Of 01 X B Vehicle Shed With Inspection Pit At Narian Under Age B/R Dett-A Of Ge 862 Ews
Tender Overview
Project Description
Tender For Provision Of 01 X B Vehicle Shed With Inspection Pit At Narian Under Age B/R Dett-A Of Ge 862 Ews
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 09-Oct-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 16-Oct-2026 |
| 2 | 26-Sep-2026 | Corrigendum1 | BOQ | 09-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation (not exceeding 30cm deep) and averaging 15 cm, getting out in any type of soil complete all as specified and directed. |
| 2 | Excavation in trenches for foundation etc not exceeding 1.5m wide and not exceeding 1.5 m in depth in any type of soil complete all as specified and directed. |
| 3 | Excavation over area not exceeding 1.5 m deep and getting out in soft /loose soil complete all as specified and directed. |
| 4 | Returning filling including spreading levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed. |
| 5 | Removal of excavated material to a distance not exceeding 50 m and depositing at a level not exceeding 1.5 m above the starting point complete all as specified and directed. |
| 6 | M&L for broken stone or boulders hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 7 | M&L for cement concrete (1:4:8) type D2 (using 40mm graded stone aggregate) as in foudation, filling, sub base and mass concrete, complete all as specified and directed. |
| 8 | M&L for cement concrete (1:2:4) type B2 (using 40mm graded stone aggregate) as in foudation, filling, sub base and mass concrete complete all as specified and directed. |
| 9 | M&L for 100 mm thick cement concrete type B-2 ,1:2:4 (using 20 mm graded stone aggregate) laid to alternate pannels and making surface even and fair complete all as specified and directed. |
| 10 | M&L for brickwork with sub class 'B' bricks exceeding 6m mean radius straight or curved on plain built in cement mortar 1:4 complete all as specified and directed. |
| 11 | M&L for reinforced cement concrete M-25 design mix (using 20 mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc basement slabs, under-reamed piles and mass concrete complete all as specified and directed. |
| 12 | M&L for reinforced cement concrete M-25 design mix (using 20 mm graded stone aggregate) as in pedestal complete all as specified and directed. |
| 13 | M&L for reinforced cement concrete M-25 type B1 (using 20mm graded stone aggregate) in plinth band/ lintle band and the like including necessary form work complete all as specified and directed. |
| 14 | M&L for TMT steel bars 10mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for columns hooking ends and binding with MS wire annealed not less than 0.9mm dia complete all as specified and directed. |
| 15 | All as per item No 14.00 here-in-before but exceeding 5mm dia upto 10mm dia in stirrups, spacers and binders. |
| 16 | M&L for rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished smooth and even without using extra cement complete all as specified and directed. |
| 17 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and 5 mm thick in CM 1:4 as second layer including mixing water proofing compound and finished fair and even without using extra cement complete all as specified and directed. |
| 18 | M&L for steel work in tubular section as in posts/ trusses including special shaped washers etc complete using ERW or induction but welded tubes conforming to IS- 1161-1979 graded St 240 complete all as specified and directed. |
| 19 | M&L for mild steel work as in plates/ flats angles etc as in cleats drilling welding etc complete all as specified and directed. |
| 20 | M&L for mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square exceeding 5cm but not exceeding 10 cm long complete all as specified and directed. |
| 21 | S&F of pre-painted (multi colour pattern as approved by GE) galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 22 | M&L for 0.5mm thick colour coated plain galvanised mild steel sheeting factory made as in ridges fixed with self driven screws, complete all as specified and directed. |
| 23 | M&L for cement concrete type C-2, 1:3:6 (using 40mm graded stone aggregate) 75 mm thick as in plinth protection laid in slope 1:12 from outer edge of the wall finished even and fair, laid in alternate bays including providing 6 mm wide joints through out the thickness of plinth protection in concrete bays and in between walling and plinth protection, joint filled mastic filling comprising of one part of heated bituminous 85/25 and 3 parts of sand (all by weight) complete all as specified and directed. |
| 24 | M&L for PCC type B1 (1:2:4) (using 20 mm graded stone aggregate) as in coping , bands, benching and including formwork complete all as specified and directed. |
| 25 | M&L for preparing newly plastered surfaces of walls and applying three coats of white wash complete all as specified and directed. |
| 26 | M&L for preparing new plastered surfaces and applying two coats of cement base paint on surfaces of walls complete all as specified and directed. |
| 27 | M&L for two coats of synthetic enamel paint on new steel surfaces including preparation over a coat of red oxide Zinc chrome primer complete all as specified and directed. |
| 28 | M&L for PCC 1:3:6 type C1 (using 20mm graded stone aggregate) as in surface channels and drains including all necessary form work complete all as specified and directed. |
| 29 | M&L for concrete bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested in concreate 1:3: type C2 for 300 mm dia of pipe complete all as specified and directed. |
| 30 | M&L for 300 mm bore of reinforced concrete pipes, class NP2, laid and jointed complete with collars all including demolation complete all as specified and directed.Note :- Required excavation shall be carried out if necessary. |
| 31 | Extra for forming fair finished drain or channel 30 cm inner girth in CM, using extra cement including forms, moulds mitred/ stopped end etc complete all as specified and directed. |
| 32 | M&L for moorum, red bajri/ shingle as in berms, laid in layers not exceeding 15 cm thickness including levelling & well ramming/ rolled & watering complete all as specified and directed. |
| 33 | Supply only integral water proofing compound complete all as specified and directed. |
| 34 | M&L for rendering 15mm thick in cm 1:4 concrete or brick surfaces as in wall finishes even and smooth without using extra cement including mixing of WPC complete all as specified and directed. |
| 35 | S&F of 100mm thick PCC (1:4:8) type D-2 (using 40mm gradded stone aggregate) as in sub base of floor complete all as specified and directed. |
| 36 | M&L for 25 mm thick sand filling under floors or in foundation including watering and consolidation for laying interlocking tiles complete all as specified and directed. |
| 37 | M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 Grade, set and joint filled with sand complete all as specified and directed. |
| 38 | M&L for cement concrete 1:3:6, type C1 (using 20mm graded stone aggregate) for protecting interlocking tiles rounded or chamfered on edges complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
TodayCorrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
TodayBid Opening Date
Technical bids will be opened and evaluated.
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