Tender For Special Repairs Of Percolation Tank @ Saskal No. 1 Tal - Phaltan Dist- Satara
Tender Value
29.57 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
2 days left
EMD
29572
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Satara → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repairs Of Percolation Tank @ Saskal No. 1 Tal - Phaltan Dist- Satara
BOQ
| Sl. No. | Item Description |
| 1 | Item No.1 : - Cleaning,grass and removal of rubbish up to a distance of 50 m outside the perifery of the area as directed . |
| 2 | Item No 2 :- Cutting down trees including cutting trunks & branches and stacking the material with all lift including uprooting and refilling the pit with material etc. complete as directed. (excluding extra material required for refilling) A) above 30 cm to 60 cm girt |
| 3 | Item No 3 :- Dismantling dry rubble stone pitching including stacking all materials with all leads and all lifts etc. complete as directed. |
| 4 | Item No.4:- Excavation in all kinds of soil & Soft murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. completewith all leads and all lifts as directed. |
| 5 | Item No.5 : - Excavation in hard murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment ncluding cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with all leads and all lifts as directed. |
| 6 | Item No- 6 : - Excavation in soft rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with with all leads and all lifts as directed. |
| 7 | Item No.7:- Providing and laying polythene film 500 Micron of 031 properly manufactured from 100% virgin granules confirming to I.S. 2508-1984 with 1.5 to 2.5 m. package in rolls etc. complete as directed |
| 8 | Item No.8:- Providing cut off trench filling using selected impervious soil directly available from material of excavation including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc. completewith all leads and all lifts as directed. |
| 9 | Item No.9:- Providing hearting embankment using selected impervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading soil in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc.complete with all leads and all lifts as irected |
| 10 | Item No.10:- Providing hearting embankment using selected impervious soil from approved borrow areas (Private land- contractor's own material) in layers including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc. completewith all leads and all lifts as directed. |
| 11 | Item No.11:- Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading material in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc. complete with all leads and all lifts as directed. |
| 12 | Item No.12 :- Providing casing embankment using selected pervious material from approved borrow areas (Private land- contractors own material) in layers of including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc. completewith all leads and all lifts as directed. |
| 13 | Item No.13:- Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from locally available, excavated materials including labour, hand packing / wedging stone chips, finishing etc. ,completewith all leads and all lifts. |
| 14 | Item No.14:- Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from approved source from borrow area including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., completewith all leads and all lifts. |
| 15 | ITEM NO. 15:- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement/ RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer with shuttering and scaffolding, placing, compacting, curingwith all leadsand all lifts etc. complete as irected |
| 16 | Item No.16 :- Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. Including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed. |
| 17 | Item No-17 :- Providing and fixinfg canal information board of 1.20x.75 mprepared on 16 gauge M.S.sheet with angle iron frame of size 35x35x3 mm with cross bracing ogf size25x25xm3 mm including painting with one coat of zinc chromate storing primer and twp coats each of green/ white ackgrond and back side gray store enameled onded with red retro refective sheetengineering grade border /letters /numeral/arrows coated withnon peal able crystle clear protective transparent coat retaining 100% reflections including two angle iron post of size 50x50x5 mm of 3.65 m long inflated at ottom drilled on top and painted inwhite and lack bonds of 30 cm four numbers highstrengh ogf GI olts and nuts of size 10 mm and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing,in grout with cement concrete concrete inM -15 block of size 60 x60 x75 cm as directed by Engineer - in charge |
| 18 | Item No.18 - Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.a) Rubble - CrushingvValue / Compressive Strength Water Absorption & Specific Gravity |
| 19 | b)Soil/Murum - Liquid limit and Plastic Limit |
| 20 | c) Compressive Strength Test for Cement Concrete Cube |
| 21 | Item No:19 :-Royalty Charges for various materials which are used for Govrnment bonafied works and for which Royalty Charges aer to be paid by the contractor A-Royalty for Sand |
| 22 | B- Royalty for Rubble+Hearting+Casing+ Metal Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysAug 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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