Tender For Provision Of Stp For Otm At Sott, Acc&S Under Ge(N) Ahilyanagar
Tender Value
63.09 Lakhs
Estimated cost
Bid Submission
17 Sep 2026
16 days left
EMD
1.20 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
Ahmednagar → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Stp For Otm At Sott, Acc&S Under Ge(N) Ahilyanagar
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft / loose soil |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm and not exceeding 1.50 mtr in depth) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.50 mtr and not exceeding 3.00 mtr in depth) including getting out and disposal of excavated earth lead upto 50 m and lift upto 3.00mtr, as directed by Engineer-in-charge. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 3.00 mtr and not exceeding 4.50 mtr in depth) including getting out and disposal of excavated earth lead upto 50 m and lift upto 4.50mtr, as directed by Engineer-in-charge. |
| 5 | 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), including dressing of sides and ramming of bottoms, lift upto 3.00 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 6 | Excavation in trenches n. exc 1.5 m wide and n. exc 1.5 m in depth and getting out in hard/dense soil etc complete all as specified and directed by Engineer-in-Charge |
| 7 | Excavation in trenches n' exc 1.5 m wide and n' exc 1.5 m in depth and n' exc 10 Sq m on plan and getting out in Soft / loose soil all as directed. |
| 8 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils. |
| 9 | Removing exacavated soil to a distance n. exc 50 m and depositing where directed at a level n. exc 1.5 m above the starting point etc complete all as specified and directed by Engineer-in-Charge |
| 10 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled and rammed including watering complete all specified and as directed. |
| 11 | M&L for Hardcore of broken stone of gauge n exc 63mm deposited, spreaded & levelled in layers n exc 15cm thick including watering and ramming etc complete. |
| 12 | M&L for Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, in soft and loose soil returning, filling in and ramming earth or broken rubble mixed with earth around, removing surplus material n.exc 50 mtr and making good distrubed surface etc complete all as specified and directed by Engineer-in-Charge |
| 13 | M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete. |
| 14 | M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat rough finished complete all as specified and directed by Engineer-iin-Charge. |
| 15 | M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter. |
| 16 | M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions |
| 17 | M&L for Flat form work to soffits of suspended slabs such as roof slabs, floor slabs and similar work not exce 200 mm thick. |
| 18 | M&L for Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide. |
| 19 | M&L for RCC Design Mix M-30 using 20mm graded stone agregate 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 . |
| 20 | M&L for RCC Design Mix M-30 using 20mm graded stone aggregate Columns, pillars, piers, posts and struts complete all as specified and directed . |
| 21 | M&L for RCC Design Mix M-30 using 20mm graded stone aggregate Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses. |
| 22 | M&L for RCC Design Mix M-30 using 20mm graded stone aggregate Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like |
| 23 | M&L for Mild steel TMT 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed . |
| 24 | M&L for Mild steel TMT bars 6mm 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 0.9mm dia or securing with clips complete all as specified and directed . |
| 25 | M&L for Mild steel TMT bars 5 mm & over in stirrups, spacers and binders 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 directed. |
| 26 | S&F for Mild steel bolts purpose made. with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut. exc 30cm long dia of neck in not exceeding 12 mm complete all as specified and directed by Engineer-in-Charge. |
| 27 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire etc complete all as specified and directed by Engineer-in-Charge |
| 28 | Supply only chain link fencing made cut from GI wire 10 gauge and 50 mm apperture weight not less than 3 kg / Sqm etc complete all as specified and directed by Engineer-in-Charge |
| 29 | Supply and fix 10 mm dia mild steel round bars to tighten chain link fencing including necessary hooking binding cutting etc complete all as specified and directed by Engineer-in-Charge |
| 30 | S& F for Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) |
| 31 | M&L for framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing confirming to Fe - 410-W (Gde E - 250 quality 'A') complete all as specified and as directed. |
| 32 | M&L for Plain Cement Concrete Type B, 1:2:4 (using 20 mm graded granite stone aggregate), plinth courses, copings, bed plates, water troughs, hanchings and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork as directed. |
| 33 | M&L for precast cement concrete Type B1 1:2:4 (20 mm graded aggregate) in landings, cover slabs (for manholes C etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and setting in mortar 1:4 |
| 34 | M&L for type C1 1:3:6 20mm graded aggregate set in CM 1:6 Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and setting in mortar, complete. |
| 35 | M & L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4, finished even and smooth without using extra cement with WPC. Note:- WPC shall be measured & paid seperately. |
| 36 | M&L for preperation of walls and applying two coat of white wash. |
| 37 | M&L for preparing the newly plastered or unplastered surfaces and applying one coat of alkali resistance priming paint over two coats of cement based paint . |
| 38 | M & L for rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4, finished even and smooth without using extra cement with WPC. Note:- WPC shall be measured & paid seperately. |
| 39 | M&L for Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 etc complete all as specified and directed by Engineer-in-Charge. |
| 40 | M&L for two coats of synthetic enamel paint over a coat of red oxide primer for new / old steel surfaces of any description exc 10 cm width or girth including preparation of surfaces etc complete all as specified and directed by Engineer-in-Charge. |
| 41 | Supply only Integral water proofing compound |
| 42 | M&L 75 mm thick cement concrete type C-2, 1:3:6 (Using 40 mm graded aggregate) finishing cement concrete surface even and smooth without using extra cement as in plinth protection including joints and bitumen filling complete all as spd and directed. |
| 43 | M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. |
| 44 | M&L RCC pipe NP2 150 mm dia laid in trenches and jointed as specified. |
| 45 | S&F RCC Class NP 2, 200 mm bore pipes laid and jointed complete with collars. |
| 46 | M&L cement concrete 1:3:6 type C2 Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 150 mm dia bore complete all as specified and as directed. |
| 47 | M&L cement concrete 1:3:6 type C2 Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 200 mm dia bore complete all as specified and as directed. |
| 48 | M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l s finished, and reforming benching as required complete all as specified and as directed. |
| 49 | M&L for providing, laying, spreading in layers Bio Media (Brick Bats / Laterite Blocks / Hard Murum/ Equivalent) 80-150 mm, Powder free including all labour, material, loading, unloading,transportation, placing the bio media in Bio Mound including all taxes and duties such as royalty…etc. complete all as specified and directed by Engineer-in- charge. |
| 50 | M&L for providing Underdrain-Rubble/ Equivalent 60-100 mm including all labour, material, loading, unloading,transportation, placing the bio media in Bio Mound including all taxes and duties such as royalty…etc. complete all as specified and directed by Engineer-in- charge. |
| 51 | M&L for providing Additive - Grit 8-12 mm including all labour, material, loading, unloading,transportation, placing the bio media in Bio Mound including all taxes and duties such as royalty…etc. complete all as specified and directed by Engineer-in- charge. |
| 52 | M&L for providing Jute Layer 50-100 GSM including all labour, material, loading, unloading,transportation, placing the bio media in Bio Mound including all taxes and duties such as royalty…etc. complete all as specified and directed by Engineer-in- charge. |
| 53 | M&L for providing Plantation along with garden soil including all labour, material, loading, unloading,transportation, placing the bio media in Bio Mound including all taxes and duties such as royalty…etc. complete all as specified and directed by Engineer-in- charge. |
| 54 | Supply and Installation of CAMUS Cultures and Catalyst; Patent No 414339 METROL Process (Mite Ecology for Treatment of Organic Liquids) complete all as specified and directed by Engineer-in- charge. Please Enable Macros to View BoQ information |
| 55 | Supply and Installation of CAMUS Cultures and Catalyst; Patent No 414339 METROL Process (Mite Ecology for Treatment of Organic Liquids) complete all as specified and directed by Engineer-in- charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysSep 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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