Tender For Provn Of Connecting Sewage Line For Certain Pocket And Replacement Of Certain Old Sewage Lines Under Ge Af No 2 Jodhpur At Afs Jodhpurcontents Sheet
Tender Value
1.03 Crore
Estimated cost
Bid Submission
17 Nov 2026
5 days left
EMD
1.79 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jodhpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Connecting Sewage Line For Certain Pocket And Replacement Of Certain Old Sewage Lines Under Ge Af No 2 Jodhpur At Afs Jodhpurcontents Sheet
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 10-Nov-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 17-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavating in trenches in n.exc. 1.5m wide and n.exc 1.5 in depth, for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc n.exc. 10 sqm on plan and n.exc 1.5m in depth as in hard/dense soil. |
| 2 | All as per item No 1 above but exc. 1.5 m but n.exc. 3.00 m in depth as in hard/dense soil. |
| 3 | All as per item No 1 above but exc. 3.00 m but n.exc. 4.50 m in depth as in hard/dense soil. |
| 4 | Excavation over areas n.exc 1.5 mtr deep and getting as in hard/dense soil and complete all as specified. |
| 5 | Excavation over areas exc 1.5 mtr but n.exc 3.0 mtr deep and getting as in hard/dense soil. |
| 6 | Excavation over areas exc 3.0 mtr but n.exc 4.5 mtr deep and getting in hard/dense soil |
| 7 | M&L for precast cement concrete block masonary with solid blocks type C1 (1:3:6) (20 mm graded agregate) exc 10 cm in width and setting in CM 1:4 complete all as specified and as directed. |
| 8 | M&L for rendering 15 mm thick in CM 1:4 on brick/concrete masonary surface finished even and smooth without using extra cement and complete all as specified. |
| 9 | M&L for PCC 1:3:6 type C-1 using 20 mm graded stone aggregate in cills, steps, bands, copings, bed plates, blocks for inserting hold fasts etc. and the like including weathering, slightly rounded or chamfered angles and throating as directed. |
| 10 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds mitered/stopped ends, etc all as specified. |
| 11 | M&L for cement concrete (1:4:8) type D2 using 40 mm graded stone aggregates as in foundation, filling and mass concrete all as specified and directed. |
| 12 | M&L for DWC Pipes of 150 mm internal dia laid and jointed complete with collars and tested complete all as specified and as directed. |
| 13 | M&L for DWC Pipes of 200 mm internal dia laid and jointed complete with collars and tested complete all as specified and as directed. |
| 14 | M&L for DWC Pipes of 250 mm internal dia laid and jointed complete with collars and tested complete all as specified and as directed. |
| 15 | M&L for cement concrete (1:4:8) type D2 using 40 mm graded stone aggregates as in concrete bed to 150 mm dia drain pipes including packing under and haunching against the sides of pipes after they are laid and tested and complete all as specified and directed. |
| 16 | M&L for cement concrete (1:4:8) type D2 using 40 mm graded stone aggregates as in concrete bed to 200 mm dia drain pipes including packing under and haunching against the sides of pipes after they are laid and tested and complete all as specified and directed. |
| 17 | M&L for cement concrete (1:4:8) type D2 using 40 mm graded stone aggregates as in concrete bed to 250 mm dia drain pipes including packing under and haunching against the sides of pipes after they are laid and tested and complete all as specified and directed. |
| 18 | M&L for Chimney bars (straight orcamber); bearing bars; tongues or water bars for window frames;window guard bars, plain, let in and fixed independently in angle iron frames, L or T section supports for shelves etc. and similar articles conforming to Fe-290 Gde E-165 and all as specified and as directed |
| 19 | M&L for mild steel TMT bars 6 mm to 8mm dia, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia. |
| 20 | M&L for pre-cast RCC (1:2:4) type B-1 using 20mm graded stone aggregates as in cover slabs for manholes or RCC Slab, set in cement mortar (1:4) including necessary form work complete all as specified and as directed. |
| 21 | M&L for cast iron pipes 150 mm with spigot and socket ends centrifugally cast, class LA, in any length, laid in trenche and all as specified. |
| 22 | M&L for cast iron pipes 200 mm with spigot and socket ends centrifugally cast, class LA, in any length, laid in trenche and all as specified. |
| 23 | M&L for cast iron pipes 300 mm with spigot and socket ends centrifugally cast, class LA, in any length, laid in trenche and all as specified. |
| 24 | M&L for Reinforced concrete pipes of 150 mm internal dia, class NP3,laid and jointed complete with collars and tested complete all as specified and as directed. |
| 25 | M&L for Reinforced concrete pipes of 200 mm internal dia, class NP3,laid and jointed complete with collars and tested complete all as specified and as directed. |
| 26 | M&L for Reinforced concrete pipes of 250 mm internal dia, class NP3,laid and jointed complete with collars and tested complete all as specified and as directed. |
| 27 | S&F salt glazed stoneware gully traps, square or round mouthed, type 'P' of size 150x150 mm fixed in CM 1:6 and cover with RCC cover slab of 200x200x50 mm and complete all as specified . |
| 28 | M&L for PCC type C-1 (1:3:6) using 20 mm graded aggregated and complete all as specified and as directed. |
| 29 | M&L for demolition of concrete (unreinforced) of any description and in any position not otherwise specifically provided for and complete all as specified and as directed. |
| 30 | Returning,filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 cm and complete all as specified. |
| 31 | Removing excavated material (soil) n.exc. 50 mtr and depositing where directed at a level n.exc. 1.5 m above the starting point. |
| 32 | Removing excavated material (soil) exc. 250 mtr but n,exc 500 mtr and depositing where directed at a level n.exc. 1.5 m above the starting point. |
| 33 | Removing excavated material (soil) exc. 500 mtr but n,exc 1.50 km and depositing where directed at a level n.exc. 1.5 m above the starting point. |
| 34 | Removing excavated material (soil) exc. 1.5 Km but n,exc 5 Km and depositing where directed at a level n.exc. 1.5 m above the starting point. |
| 35 | M&L for Demolition of stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc. and removing from site all as specified and directed. |
| 36 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar of 150mm dia and complete |
| 37 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar of 200 mm dia and complete |
| 38 | M&L for cutting into existing manholes for dia of pipe 150 mm for connecting new drain, making good to pipe and renderig, cutting out existing benching for and forming branch channel( 1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required. |
| 39 | M&L for cutting into existing manholes for dia of pipe 200 mm for connecting new drain, making good to pipe and renderig, cutting out existing benching for and forming branch channel( 1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required. |
| 40 | M&L for cutting into existing manholes for dia of pipe 250 mm for connecting new drain, making good to pipe and renderig, cutting out existing benching for and forming branch channel( 1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required. |
| 41 | M&L for cast iron work grade FG 150, unmachined , in brackets, gully traps gratings, railing frames, manhole cover , fire and soot doors, dampers, stop valve boxes, gate stops, parts of rungs and balusters and similar articles exc 5 KG and complete all as specified. |
| 42 | M&l for cement concrete 100 mm thick type C2, 1:3:6 (40 mm graded aggregate) and complete. |
| 43 | M&l for hardcore of gauge n.exc 63 mm deposited, sread and levelled in layersn.exc 15 cm thick, watered and rammed to a true surface and complete. |
| 44 | M&L for sand filling under floors or in foundations including watering and consolidation |
| 45 | Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 Grade with Grey cement and no pigment. |
| 46 | M&L for Rolling and consolidation formation surfaces in cutting by power roller 8 to 12 ton capacity and all as specified and as directed. |
| 47 | M&L for 150mm Soling (or sub base) with broken boulders or quarried stone , interstices filled, surface formed and rolled and consolidated to required gradient and camber complete. |
| 48 | M&L 150mm thick in two layer (compacted thickness) WBM, with coarse aggregatesof grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to required gradient and camber using lime stone complete. |
| 49 | M & L for preparing of surfaces by brushing with wire brushes for removing any mud etc. sweeping with brooms and finally fanning the surface with gunny bags to remove all loose dust/dirt etc and complete all as specified and as directed. |
| 50 | M & L applying evenly a tack coat with bituminous VG -10 @ 10Kg per 10 Sqm using paving bitumen complete all as specified and as directed. |
| 51 | M&L for 30 mm thick bituminous premix dense asphaltic concrete consolidated thickness using paving bitumen VG-30 with 5.5 % binder by weight of total mix, mixed in hot mix plant , rolled and compacted with 8 to 12 tonne power roller required chamber and gradient by using mechanical paver complete all as specified and directed |
| 52 | M&L for Continuous brick edging; laid on end vertically equal to the depth of the brick, laid dry, on edge with burnt clay brick and complete all as specified and as directed. |
| 53 | M&L for Moorum/red bajri filling 100mm thickness and complete all as specified and as directed. |
| 54 | M&L for providing syphon action to operating flushing system at flushing manholes locations complete all as specified. |
| 55 | S&F and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic conditions as per Highway/Railway standard including carrying out survey work at the job site for determining underground cable in trenches like telephone, cables, water & sanitary lines and resistivity test for finding the soil strata using necessary equipment for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit, and exit pit (up to 3 mtr depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS Cutting edges for front shield and constructing thrust bed at designed level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools and tackles required, construction of temporary work as per the design, drawing and method as per approved by authority specification and the direction of the Engineer.Apply Corrosion resistant, protection on inside and outside of casing pipe as per technical specification using 300 mm Dia 8 mm thick casing pipe |
| 56 | Supply and laying 25mm bore tubes, galvainzed steel, medium grade, with all fittings and fixed complete on walls and ceilings or laid in floors all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 10, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 17, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 daysNov 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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