Tender For Provision Of Sewage Lines And Allied Works Services At 9 Brd Af Stn Pune
Tender Value
1.22 Crore
Estimated cost
Bid Submission
31 Jul 2026
23 days left
EMD
1.97 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
Pune → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Sewage Lines And Allied Works Services At 9 Brd Af Stn Pune
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation nexc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard dense soil ,complete all as specified and as directed. |
| 2 | Excavating in post holes (or similar holes) each n exc 0.5cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance nexc 50m and making good surface in soft disintegrated rock. |
| 3 | Excavation in any type of soil by mechanical means (Hydraulic excavator) / in foundation trenches or drains depth nexc 1.50m, 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 excavated soil lead upto 50 m as directed by Engr-in-charge. |
| 4 | Excavation in any type of ordinary rock / soft disintegrated rock 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 1.5 m, including getting out the excavated soil and disposal of excavated soil lead upto 50 m as directed by Engr-in-charge. |
| 5 | Excavation in hard rock (manjeera rock) depth not exceeding 1.5 m 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 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m as directed by Engr-in-charge. |
| 6 | Excavation in hard rock (manjeera rock) depth exceeding 1.5 m but not excedding 3 m 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 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m as directed by Engr-in-charge. |
| 7 | Excavation in hard rock (manjeera rock) depth exceeding 3.00 m but not excedding 4.5 m 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 45 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m as directed by Engr-in-charge. |
| 8 | Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth and getting it out for laying of cable / pole in soft/loose soil etc, complete all as specified and directed by Engr-in-Charge. |
| 9 | Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth and getting it out for laying of cable / pole in hard/dense soil complete all as specified and directed by Engr-in-Charge. |
| 10 | Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth and getting it out for laying of cable / pole in soft disintegrated rock complete all as specified and directed by Engr-in-Charge. |
| 11 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm soil / disintegrated rock , complete all as specified and directed by Engr-in-Charge. |
| 12 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard/dense soil , complete all as specified and directed by Engr-in-Charge. |
| 13 | Removing excavated material in soil n.exc 50m and depositing where directed at a level exc. 1.5 cm above the starting point , complete all as specified and directed by Engr-in-Charge. |
| 14 | Removing excavated rocks material exc. 250 m but n exc. 500 m and depositing where directed , complete all as specified and directed by Engr-in-Charge. |
| 15 | Removing excavated soil material exc 250m but nexc 500m and depositing where directed , complete all as specified and directed by Engr-in-Charge. |
| 16 | M&L Hardcore (broken stone or boulder) of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface , complete all as specified and directed by Engr-in-Charge. |
| 17 | S&F Factory made steel Fiber Reinforced Concrete Cover Slabs suitable for maholes of sewage system 75mm thick , complete all as specified and directed by Engr-in-Charge. |
| 18 | M&L Cement concrete type D-2, 1:4:8 (using 40mm graded stone agg) as in foundations, filling and mass concrete , complete all as specified and directed by Engr-in-Charge. |
| 19 | M&L cement concrete type B-1, 1:2:4 ( using 20mm graded stone agg) as in coping , complete all as specified and directed by Engr-in-Charge. |
| 20 | M&L RCC (Design mix M-25) (20mm graded stone agg) 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 by Engr-in-Charge. |
| 21 | M&L RCC (Design mix M-25) (20mm graded agg) 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 by Engr-in-Charge. |
| 22 | M&L RCC (Design mix M-25) (20mm graded agg) slab supported on walls, beams and columns in floor, roof, landing, balconies, canopies, deck slab and in selves and the like, including attached pillasters and buttresses , complete all as specified and directed by Engr-in-Charge. |
| 23 | M&L 75mm thick Cement concrete type D-2, 1:4:8 (40mm graded stone aggregate) as in sub base , complete all as specified and directed by Engr-in-Charge. |
| 24 | M&L providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design and pattern as in footpath, parks, lawns, drive waysor light traffic parking etc of required strength, thickness & size / shape, made by table vibrator method using PU mould , laid in required colour pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding / laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping the extra sand etc , complete all as specified and directed by Engr-in-Charge. |
| 25 | M&L cement concrete type D2, 1:4:8 as in bed to drain pipes including packing under and haunching against the sides of pipe after they are laid for 150mm dia pipe , complete all as specified and directed by Engr-in-Charge. |
| 26 | M&L cement concrete type D2, 1:4:8 as in bed to drain pipes including packing under and haunching against the sides of pipe after they are laid for 150mm dia pipe , complete all as specified and directed by Engr-in-Charge. |
| 27 | M&L cement concrete type B2, 1:2:4 (using 40mm graded agg) as in surface channels and drains and drains, haunching in manholes finished even and smooth complete including formwork etc , complete all as specified and directed by Engr-in-Charge. |
| 28 | 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 by Engr-in-Charge. |
| 29 | 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 rough finished flat surface of concrete , complete all as specified and directed by Engr-in-Charge. |
| 30 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter rough finished flat surface of concrete , complete all as specified and directed by Engr-in-Charge. |
| 31 | Formwork to soffits of suspended slab such as roof slabs, floor slabs, landing and simillar work n.exc 200mm thick flat surface, fair finished , complete all as specified and directed by Engr-in-Charge. |
| 32 | M&L for Framed work such as rungs grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 , complete all as specified and directed by Engr-in-Charge. |
| 33 | Supply and laying for DWCPE ( SN-8) pipes including couplers as in sewage lines for internal dia of 150mm , complete all as specified and directed by Engr-in-Charge. |
| 34 | Supply and laying for DWCPE ( SN-8) pipes including couplers as in sewage lines for internal dia of 200mm , complete all as specified and directed by Engr-in-Charge. |
| 35 | S&F 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 |
| 36 | S&f Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long and diameter of neck 5 to 10mm. Complete all as specified and diected. |
| 37 | Supply only Chain link MS galvanisd fencing, any size or type fixed to post struts or steel members , complete all as specified and directed by Engr-in-Charge. |
| 38 | 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 , complete all as specified and directed by Engr-in-Charge. |
| 39 | S&F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 , complete all as specified and directed by Engr-in-Charge. |
| 40 | M&L for Applying two coats of synthetic enamel paint on steel & iron surfaces of any description, not otherwise, described, over 10cm width or girth including preparation of new surface & applying one coat of red oxide, zinc chrome , complete all as specified and directed by Engr-in-Charge. |
| 41 | Supply, Installation, testing & commissioning Self Priming Non clogging sewage Pumping sets, having discharge 100 LPM, with Head 10 meter, with CI Casing, SS Impeller, SS Shaft, mechanical seal, coupled with suitable rating induction motor including foundation, Suitable starter, cable connection from starter to motor , complete all as specified and directed by Engr-in-Charge. |
| 42 | Supply and fix gun metal globe/gate valvesof size 40mm with Iron wheel head screwed both ends for iron pipe and fixed , complete all as specified and directed by Engr-in-Charge. |
| 43 | Supply and laying GI Pipe medium class of size 40 mm including fitting , complete all as specified and directed by Engr-in-Charge. |
| 44 | Supply and laying GI Pipe medium class of size 25 mm dia, , complete all as specified and directed by Engr-in-Charge. |
| 45 | M & L Earthing complete with galvanised steel earth plate electrode 60×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion , complete all as specified and directed by Engr-in-Charge. |
| 46 | Supply and laying in trenches or fixing to wall/pole or passing through pipe PVC insulated heavy duty electric cable with aluminium conductor 1100 volts grade cross sectional area 25 Sqmm 4 core , complete all as specified and directed by Engr-in-Charge. |
| 47 | Supply and fix double walled corrugated pipe class SN4 50 mm inner dia including coupler and laying in ground and fix along the wall , complete all as specified and directed by Engr-in-Charge. |
| 48 | Supply install, test and commissioning floor mounted LT Panel board (CPRI Approved) Powder coated cubical type outdoor factory fabricated made out of 3 mm thick CRCA sheet & suitable size to accomodate all accessories/fittings, compartmentalized in construction to accommodate all acessories. The TPN bus bars shall be insulated with colour coded heat shrinkable sleeve and shall be mounted on DMC/epoxy insulator. A detachable predrilled powder coated gland plateshould be used at the bottom for entry of armoured cable of adequate size with glands.Including steel stand made out of ange iron of size 50 mm X 50 mmX 6 mm and of height 60mm. The above panel shall be front openable lockable /openable by key from both side and shall have louvers and air vent gasket for natural flow of air,comprising of the following :- i) Copper bus bar 3 phase 4 wire suitable for 100 amps capacity along with PVC sleevs - 1 Setii) MCB 40 Amps - 1 Nos (Incomer) iii) TPN 32 Amps - 3 Nos iv) Space of 2 Nos Starter - 2 Nosviii) Indicating Lamps LED Type -03 NosNote: Starter under item No 1 shall be fixed in panel. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 23 daysAug 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 31 daysTender Documents
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