Tender For Special Repair To Sewage Disposal System At Def And Emp Coy Of Hq 21 Corps Under Ge Dronachal Top
Tender Value
38.99 Lakhs
Estimated cost
Bid Submission
24 Sep 2026
13 days left
EMD
78000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bhopal → Madhya Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair To Sewage Disposal System At Def And Emp Coy Of Hq 21 Corps Under Ge Dronachal Top
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in 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 mtr and and lift upto 1.5 m, including excavation in any type of road or concrete surfaces, Demolition of of any type of Sewage Pipe of any Material wherever requiredas directed by Engr-in-Charge. |
| 2 | Earth work in 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 mtr and and lift upto 3.0 m, as directed by Engr-in-Charge. |
| 3 | Returning filling in any type of soil including spreading levelling watering and well ramming in layers n. exc 25 cm complete all as specified and directed. |
| 4 | Removing excavated material exc. 250 m but n exc. 500 Mtr and depositing where directed at a level n exc 1.5 mtr above starting point. |
| 5 | M&L for cement concrete 1:4:8 type D-2 (using 40 mm graded stone agg) as in foundation , filling, sub base and mass concrete complete all as specified and directed. |
| 6 | M&L for PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in coping, kneelers, apex stones, bed plates, kerbs and the like including weathering, slightly rounded or chemfered angle and throating, complete all as specified and directed. |
| 7 | M&L for fly ash brick work with modular bricks straight or curved on plan exc 6 m mean radius, built in CM 1:6 complete all as specified and directed. |
| 8 | M&L for 200 mm dia Reinforced concrete pipes ,class NP3 laid and jointed complete with collars as specified complete all as specified and directed. |
| 9 | M&L for 150 mm dia Reinforced concrete pipes ,class NP3 laid and jointed complete with collars as specified complete all as specified and directed. |
| 10 | M&L for concrete bed to drain pipes 200 mm dia incl packing under, and haunching against the sides of pipes after they are laid and tested in 1:4:8 type D2 (using 40 mm graded stone aggregate) complete all as specified and directed. |
| 11 | M&L for concrete bed to drain pipes 150 mm dia incl packing under, and haunching against the sides of pipes after they are laid and tested in 1:4:8 type D2 (using 40 mm graded stone aggregate) complete all as specified and directed. |
| 12 | M&L 10 mm thick rendering in CM 1:4 & setting coat 5 mm in CM 1:2 on brick/concrete surfaces of walls and trowelled to even and smooth finish complete all as specifed and directed. |
| 13 | Supply only Integral water proofing compound |
| 14 | Material and Labor for P.C.C 1:2:4 type B1 (using 12.5mm graded stone aggregate) as in surface channels and drain complete all as specified and directed. |
| 15 | Extra forming fair finished drain or channels of 30cm inner girth in cement concrete, using extra cement incl forms, moulds, mitred/stopped ends etc. |
| 16 | Demolition of plain cement concrete of any description and in any position (below and above ground level ) not otherwise specifically provided for complete all as specified and as directed. |
| 17 | Demolition of brick work/ stone masonary built in cment mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed. |
| 18 | Demolition of reinforced cement concrete of any description and in any position (below and above ground level ) not otherwise specifically provided for including reinforcement cut to required size to facilitate demolition complete all as specified and as directed. |
| 19 | Use and waste type of formwork to sides of walls of RCC drain and similar works for rough finished flat surface of drain complete all as specified and as directed. |
| 20 | Use and waste type of formwork to sides of walls of RCC drain and similar works for fair finish surface of drain complete all as specified and as directed. |
| 21 | Formwork to edges of concrete flats,floor and roofs n exc 20cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide for rough finished flat surface complete all as specified and as directed. |
| 22 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; slab of any thickness (Horizontal or sloping) |
| 23 | Material and labour for RCC drain bottom slab / basement slab or even in top slab using cement concrete M-25 (design mix) using 20mm graded stone aggregate in position complete all as specified and as directed. |
| 24 | Material and labour for RCC retaining wall / drain side wall using reinforced cement concrete M-25 (design mix) using 20mm graded stone aggregate in position complete all as specified and as directed. |
| 25 | Material & labour for TMT bar 10mm dia and over, 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 0.9mm dia or securing with clips complete all as specified and as directed. |
| 26 | Ditto as per item No 25.00 above above but 6mm to 8mm dia complete all as specified and as directed. |
| 27 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft Disintegrated Rocks complete all as specified and as direcetd by Engineer-in-Charge |
| 28 | Material and labour for 75 mm thick PCC 1:4:8 type D2 using 40 mm graded aggregate as in sub base complete all as specified and directed. |
| 29 | Supply & fixing rubber moulded decorative designed coloured machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade with grey cement and pigment complete all as specified and directed. |
| 30 | Material and labour for sand filling under floor or in foundation including watering and consolidation completed all as specified (Note:- Sand cushion layer consolidated thickness is 20 mm below precast interlocking paver block complete all as specified and directed. |
| 31 | Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 1200X450mm rectangular having weight of (complete unit) (weight of frame 11.7 kg + weight of cover 43.76kg ± 10%)(HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. Having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement complete all as specified and as directed by Engineer-in Charge |
| 32 | Supply & fixing in repair PVC (SWR) pipes single socketed in any length with rubber rings joints laid in trenches or fixed to walls with all the clamps and fittings including bends, T Junctions, Single Y or Double Y, , including clamps complete all as specified and directed. of the following bore of pipe:- |
| 33 | (a) 110mm |
| 34 | (b) 75mm Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysSep 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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