Tender For Provn Of Septic Tank & Soakage Well In Jcos/Or Accn In Map Area At Military Hospital Khadki Under Ge (Mh & Rh) Khadki
Tender Value
Ref. Documents
Estimated cost
Bid Submission
06 Nov 2026
8 days left
EMD
85500
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pune → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Septic Tank & Soakage Well In Jcos/Or Accn In Map Area At Military Hospital Khadki Under Ge (Mh & Rh) Khadki
BOQ
| Sl. No. | Item Description |
| 1 | M & L for Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), in all kinds of soil including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | M&L for Excavating in trenches, n exc 1.5 m wide and exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and exc 1.5 m in depth but n. exc 3.0 m in depth and getting out all as specified and directed. |
| 3 | Returning filling in including spreading levelling watering well ramming in layers n. exc 25cm thick with soil obtained from excacation. |
| 4 | Removing excavated surplus soil exc 250 m & n. exc 500m depositing where directed. |
| 5 | M&L for cement concrete type D-2 (1:4:8) using 40 mm graded stone aggregate as in foundations all as specified and directed . |
| 6 | M & L for PCC 1:3:6 C-1 using 20mm graded stone aggregate as in coping including necessary formwork. |
| 7 | M&L for PCC 1:2:4, type B-1, using 20mm graded aggregate as in precast cover slabs . |
| 8 | M & L for cement concrete 1:3:6 C2 using 40mm graded stone aggregate as in surface channels and drains |
| 9 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred / stopped end etc. |
| 10 | M & L for fly ash brick with modular flyash brick, straight or curved on plan exc 6m mean radius, built in CM 1:6 |
| 11 | M & L for rendering 15mm in two layers thick in CM 1:4 on block wall concrete surfaces finished even and smooth without using extra cement with 3% of wpc Note- Water proofing Compound paid Separately |
| 12 | M & L for Mild 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 the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips |
| 13 | M & L for RCC pipes laid in trenches and jointed complete with collars all as specified and directed by Engr-in-Charge of bore 150mm NP2 pipes |
| 14 | M & L for RCC pipes laid in trenches and jointed complete with collars all as specified and directed by Engr-in-Charge of bore 200mm NP2 pipes |
| 15 | M & L for RCC pipes laid in trenches and jointed complete with collars all as specified and directed by Engr-in-Charge of bore 300mm NP2 pipes |
| 16 | M & L for concrete bed 1:4:8 type D2 using 40mm graded stone aggregate to drain pipes incl packing under and haunching against the sides of pipes after they are laid and tested for bore 150mm NP2 pipes |
| 17 | M & L for concrete bed 1:4:8 type D2 using 40mm graded stone aggregate to drain pipes incl packing under and haunching against the sides of pipes after they are laid and tested for bore 200mm NP2 pipes |
| 18 | M & L for concrete bed 1:4:8 type D2 using 40mm graded stone aggregate to drain pipes incl packing under and haunching against the sides of pipes after they are laid and tested for bore 300mm NP2 pipes |
| 19 | Supply only integral water proofing compound |
| 20 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out In Soft & Loose Soil |
| 21 | Earth work in All kind of soil excavation by mechanical means (Hydraulic excavator) 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 1.5m, as directed by Engineer-incharge |
| 22 | Earth work in All kind of soil excavation by mechanical means (Hydraulic excavator) 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 3.0m, (exceeding 1.5m depth and n.exc 3.0m depth) as directed by Engineer-incharge |
| 23 | M & L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering, complete all as specified and directed. |
| 24 | M & L Modular brickwork with flyash bricks, straight or curved on plan to any radius in half brick thick walls, built in CM (1:4), complete all as specified and directed. |
| 25 | M & L Providing precast cement concrete (1:3:6), type-C1 in baffle wall setting in CM (1:4) |
| 26 | M & L RCC- M-30 (Design Mix) using 20mm graded aggregate For Top Slab, complete all as specified and directed. |
| 27 | M & L Form work for fair finished surfaces of concrete measured flat for top slab of culvert, complete all as specified and directed. |
| 28 | M & L RCC- M-30 (Design Mix) using 20mm graded aggregate for lintel beam, complete all as specified and directed. |
| 29 | M & L Form work for fair finished surfaces of concrete measured flat for Lintel Beam |
| 30 | M&L for mild steel TMT bars 6 to 8 mm dia and over cut to length bent to shape required including crancking bending spirally for hooping and including mild steel wire (annealed) not less than 0.9 M dia or securing with clips, complete all as specified and directed |
| 31 | M & L 10mm Thick in CM (1:4) plaster, finished even and smooth (without using extra lime or cement), complete all as specified and directed. |
| 32 | M & L 20mm Thick in CM (1:4) plaster, finished even and smooth (without using extra lime or cement), complete all as specified and directed. |
| 33 | Supplied and fixed 100mm dia. Slotted vent cowl, complete all as specified and directed. |
| 34 | M & L 150mm dia. Sail-glazed stoneware drain pipes laid in trenches and jointed as specified, complete all as specified and directed. |
| 35 | M & L 100mm dia. Asbestos cement socketed rain water pipes with cement joints, complete all as specified and directed. |
| 36 | Excavation in over areas n exc 1.5m deep and getting out soft/loose soil complete all as spd and directed |
| 37 | Excavation in over areas exc 1.5m deep but not exc 3.0 mtr deep and getting out hard and dense soil complete all as spd and directed. |
| 38 | Excavation in over areas exc 3.0m deep but not exc 4.5 mtr deep and getting out soft/disintegrated rock complete all as spd and directed. |
| 39 | Excavation in over areas exc 4.5m deep but not exc 6.0 mtr deep and getting out hard rock complete all as spd and directed. |
| 40 | M&L brick bat of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface |
| 41 | M&L brick work with sub-class 'B' bricks, straight or curved on plan exceeding 6 M mean radius built in CM 1:4. |
| 42 | Use and waste of Form work to soffits of suspended slabs such as roof slabs , and similar work not exc 200 mm thick (Horizontel or slopint ) of flat surface. |
| 43 | Use and waste Form work to edges of concrete flats of sides of shelf exc 5 cm but n exc 10 cmwide fair finished flat surfaces |
| 44 | M&L Reinforced cement concrete type B1 ( 1:2:4) using 20mm graded stone aggr as in slabs supported on wall, beams, landing , decck slab etc |
| 45 | M&L 15mm thick cement plaster on concrete surface in cement mortar 1:4, finishing the surface even and smooth by using extra cement |
| 46 | Removing excavated material i.e soft disintegrated rock exc 50m but n exc 100m and depositing where directed. |
| 47 | Use and waste of timbering as planking and strutting for excavations in shafts well ,cesspits etc in soil, including wales, struts, open poling boards, etc. of depth exc 1.5m to 5.1 mtr as may be necessary and fixing and removal complete all as spd |
| 48 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains in hard dense soil (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. as directed by Engr -In- Charge |
| 49 | M & L for PCC 1:2:4, type B-1 using 20mm graded stone aggregate as in coping including necessary formwork. |
| 50 | M & L for rendering 10mm thick in CM 1:6 on brick wall/ concrete surfaces finished even and smooth without using extra cement. |
| 51 | M & L for PCC 1:2:4 B-2 (using 40mm graded stone aggregates) as in surface channles and drain. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysNov 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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