Tender For Improvement To Sewage System Under Ge (Af) Nal
Tender Value
73.50 Lakhs
Estimated cost
Bid Submission
13 Oct 2026
9 days left
EMD
1.35 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
Bikaner → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Improvement To Sewage System Under Ge (Af) Nal
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 01-Oct-2026 | revisedboq | BOQ | 13-Oct-2026 |
| 2 | 01-Oct-2026 | amendment | Other | 13-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of Brick masonry built in cement mortar and removing of debris off from the outside MOD land all as directed by Engr-In-Charge. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) 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 1.5m and getting out in any kind of soil, as directed by Engineer-incharge |
| 3 | Demolition of plain cement concrete in ground floor and paving n.exc. 15 cm thick below or above ground level complete all as specified & directed. |
| 4 | Material & Labour for plain cement Concrete 1:4:8 type D2 (using 40mm graded agg) as in foundation filling and mass concrete, complete all as specified and as directed. |
| 5 | Material & Labour for Brick work with sub-class `B’ bricks, straight or curved on plan exc 6m mean radius built in 1:4 CM complete all as specified and as directed. |
| 6 | Demolition and breaking up drain pipes 150mm dia (glazed stone ware, AC or reinforced concrete) set and jointed in cement mortar, concrete bedding to drain pipes incl hunching to pipes complete all as specified and directed by Engr-in-Charge. |
| 7 | Demolition and breaking up drain pipes 200mm dia (glazed stone ware, AC or reinforced concrete) set and jointed in cement mortar, concrete bedding to drain pipes incl hunching to pipes complete all as specified and directed by Engr-in-Charge. |
| 8 | Material & Labour for reinforced concrete pipe 150mm bore, Class NP-3, laid and jointed with collars complete all as specified and as directed. |
| 9 | Material & Labour for reinforced concrete pipe 200 mm bore, Class NP-3, laid and jointed with collars complete all as specified and as directed. |
| 10 | Concrete bed to drain pipes of 150 mm internal dia, including packing under, and haunching against the sides of pipes after they are laid and tested in plain cement concrete 1 : 3 : 6 type C-2 using 40mm graded crushed stone aggregates complete all as specified and directed |
| 11 | Concrete bed to drain pipes of 200mm internal dia, including packing under, and haunching against the sides of pipes after they are laid and tested in plain cement concrete 1 : 3 : 6 type C-2 using 40mm graded crushed stone aggregates complete all as specified and directed |
| 12 | Material & Labour for plain cement concrete 1:2:4 type B-1 (using 20 mm graded crushed Aggregate) as in coping, benching including weathering slightly rounded or chamfered angles as directed including necessary form work and finishing the exposed surfaces complete all as specified and as directed. |
| 13 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) not otherwise specifically provided for complete all as specified and directed. |
| 14 | Mild steel TMT bars 6 to 8 mm dia quality conforming to gde 500D/550D cut to length bent to shape required including cranking bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. |
| 15 | Material & Labour for providing precast cement concrete 1:2:4 type B-1 (using 20mm graded stone agg)as in manhole covers set in cement motar 1:6 all as specified and directed including necessary formwork and moulds all as specified and as directed. |
| 16 | M&L for PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in surface channel, drains, benching and finishing the surface even and smooth using extra cement including necessary use and waste of formwork complete all as specified and directed |
| 17 | M&L for rendering 15mm thick in CM 1:4 mixed with water proofing compound on fair faces of brick work, finished even and smooth without using extra cement complete all as specified and as specified. Note: water proofing compound will be measured and paid separately under relevant item of this schedule. |
| 18 | Supply only integral water proofing compound. |
| 19 | Excavation in soft/loose soil over area not exceeding 1.5 metre and getting out complete all as specified and directed. |
| 20 | Earth work in excavation over areas by mechanical means (Hydraulic excavator) (exc 1.5 mtr but not exc 3mtr in depth, 1.5 m in width as well as 10 sqm on plan ) including getting out in any kind of soil and disposal of excavated earth lead upto 50 m and lift upto 3 m, as directed by Engr-in-Charge. |
| 21 | M&L PCC 1:3:6 type C-2 using 40 mm graded stone aggregate including necessary from work as in coping, benching of manhole, slightly rounded or chamfered, complete all as specified and directed. |
| 22 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter complete all as specified and directed. |
| 23 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed. |
| 24 | M&L for reinforced cement concrete design mix M-30 (using 20mm graded aggregate) in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses Complete all as specified and directed |
| 25 | M&L for reinforced cement concrete design mix M-30 (using 20mm graded aggregate) in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directed |
| 26 | M&L for reinforced cement concrete design mix M-30 (using 20mm graded aggregate) 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 |
| 27 | M&L mild steel TMT Bars 10mm dia and over cut to length bend to shape required including cranking bending spirally for column, hooking ends & binding with and including mild steel mild steel wire (annealed not less that 0.90 mm dia or securing with chip) complete all as specified and directed. |
| 28 | M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work, finished even and smooth without using extra cement complete all as specified and as specified. |
| 29 | Excavation in soft/loose soil over area exceeding 1.5 metre but not exceeding 3 and getting out complete all as specified and directed. |
| 30 | Excavation in soft/loose soil over area exceeding 3 metre but not exceeding 4.5 and getting out complete all as specified and directed. |
| 31 | Excavation in soft/loose soil over area exceeding 4.5 metre but not exceeding 6 and getting out complete all as specified and directed. |
| 32 | M&L for 200mm thick plain cement Concrete 1:3:6 type C2 (using 40mm graded agg) as in foundation filling and mass concrete, complete all as specified and as directed. |
| 33 | M&L for Brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and as directed |
| 34 | M&L for Brickwork with sub class ‘B’ bricks honey comb walling, built in CM 1:6 complete all as specified and as directed. |
| 35 | M&L for broken bricks loose filling with aggregates of gauge 80 to 150 mm in soakage pits, soakage wells complete all as specified and as directed. |
| 36 | Returning, filling including spreading levelling watering and well ramming in layers not exc 25 cm thick in any type of soil complete all as specified and directed. |
| 37 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and directed. |
| 38 | S&F for 100 mm Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and directed. |
| 39 | S&F for 100 mm CI Bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and directed. |
| 40 | M&L for reinforced cement concrete design mix M-25 (using 20mm graded aggregate) for suspended slab, slab supported on walls, beams and column in floors, roofs landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 41 | M&L for Cast iron work grade FG 150 exc 5Kg each, unmachined, in brackets, gully traps, gratings, railing,frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles complete as specified and directed. |
| 42 | Cutting/ filling in to existing manhole for connecting new sewage line 150 mm bore including making good to disturbed portion with benching and hauching plaster etc and formimg new branch channel (1/2 round of 3/4 section ) if required in cement concrete 1:2:4 type B1finished smooth and reforming benching as required. |
| 43 | Cutting/ filling in to existing manhole for connecting new sewage line 200m m bore including making good to disturbed portion with benching and hauching plaster etc and formimg new branch channel (1/2 round of 3/4 section ) if required in cement concrete 1:2:4 type B1finished smooth and reforming benching as required. |
| 44 | Dewatering of septic tank/Soakage well, any size any depth, cleaning and taking out effluent water from septic tank by mechanical means as in foul conditions and confined places, filled in closed containers of capacity 5000 Litre each to the full capacity and disposed off outside MoD, authorised by Local Administration complete all as specified and directed.Note: Record of disposal of effluent water shall be maintained by the contractor in a pucca bound register. Entry for each trip disposing off the effluent water in container shall be made in the register and each shall be signed by the JE & Engineer-in-Charge. |
| 45 | Taking down a cast iron/AC/PVC soil, waste and vent pipes 110 mm dia in any length with or without ears with cement joints fixed in wall complete all as specified. |
| 46 | S&F PVC (SWR) 110 mm bore pipe single socketed,in any length with rubber ring joints,laid or fixed to walls with Clips/hooks or in floors including taking down old pipes complete all as specified and directed by Engr-in-Charge. |
| 47 | Formwork to edges of concrete flats, treads, breaks in floors,window cills, concrete rail ings, openings in concrete walls, floor and roofs n exc 200 mm wide and sides of RCC/ PCC bands in walls, horizon tal or sloping and similar work exc 10cm but n exc 200mm wide. |
| 48 | M&L RCC nominal mix type B-1, 1:2:4 (using 20 mm graded aggregates) Slabs supported on walls,beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 13, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 9 days
Oct 13, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 9 daysOct 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysTender Documents
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