Tender For Provn Of Sewage Line And Sump Connecting All Toilet Blocks Of Unit Loc 5017 Asc Bn (Mt) To Main Line Of Nar Bahadur Thapa Enclave Under Ge Panagarh
Tender Value
43.63 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
2 days left
EMD
87300
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Purba Bardhaman → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Sewage Line And Sump Connecting All Toilet Blocks Of Unit Loc 5017 Asc Bn (Mt) To Main Line Of Nar Bahadur Thapa Enclave Under Ge Panagarh
BOQ
| Sl. No. | Item Description |
| 1 | Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soilNote : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding. |
| 2 | All as per item No 1.00 here-in-above but depth exc 1.50 m but n.exc 3.00 mtr complete all as specifiedand and as directed. |
| 3 | Excavation over area ,not exc 1.5 mtr deep and gatting out in loose/soft soil complete all as specifiedand and as directed. |
| 4 | All as per item No 3.00 here-in-above but depth exc 1.50 m but n.exc 3.00 mtr complete all as specifiedand and as directed. |
| 5 | Returning, filling in incl spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft /loose soil complete all as specifiedand and as directed. |
| 6 | Removing excavated material in soils n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specifiedand and as directed. |
| 7 | M&L for pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge. |
| 8 | M&L Hardcore of broken stone or boulders of gauge n.exc 63 mm, deposited, spread and levelled in layers n exc. 150 mm thick, watered and rammed to a true surface by filling with stone dust complete all as specified. |
| 9 | M&L for PCC 1:3:6 type C-2 (40 mm graded stone aggregate) in foundation filling and mass concrete, complete all as specified and directed. |
| 10 | M&L for 200mm bore, HDPE double wall corrugated (DWC) SN-8 Pipe (HDPE Black Pipe) with coupler conforming to IS:16098 Part II 2013 sewage pipes laid in trenches and jointed as per manufacturer's instruction with and including all fittings complete all as specified and directed. |
| 11 | Material and labour for cement concrete bed to drain pipe for 200mm bore of pipe including forming cradles in Cement concrete 1:3:6 Type C2 complete all as specifiedand and as directed. |
| 12 | M&L for 300mm bore, reinforced concrete pipes, class NP2, laid and jointed complete with collars, complete all as specified and directed. |
| 13 | Material and labour for cement concrete bed to drain pipe for 300mm bore of pipe including forming cradles in Cement concrete 1:3:6 Type C2 complete all as specifiedand and as directed. |
| 14 | M&L for flyash brick work with old size sub class ‘B’ bricks straight curved on plan exceeding 6 meter mean radius for manholes /septic tank /soak well etc /in sewer works with old size bricks in CM 1:4. |
| 15 | M&L 20 mm thick rendering in cement mortar 1:4 inside and outside wall of manhole,drain,bldgs, of brick work/concrete suface even and smooth with/ without using extra cement all as per direction by Engr-in-Charge |
| 16 | S&F SFRC (Steel Fibre Reinforced Concrete) Manhole Cover with Frame n. exc 1 Sqm in size, Shape round/square, (max weight 45 Kg approx ) with 2 hooks to hold, set at the top of the manhole at site complete as per manufacturer's instruction and as directed by Engineer-in-Charge. |
| 17 | M&L type B-1 1:2:4 (20mm graded stone aggregate) providing RCC precast cement concrete as in cover slab for man hole and similar article with plain face set in cement mortar 1:6. |
| 18 | M&L TMT bars 10mm dia, and over cut to length bent to shape required including cranking, bending spirally for hoping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia quality confirming to Fe 410-5. |
| 19 | S & F for PVC (SWR) pipes, type B of 110 mm dia single socketed in any length with rubber ring joints fixed to walls, including with clamps etc., complete and jointed. |
| 20 | S & F for PVC (SWR) pipes, type B of 75 mm dia single socketed in any length with rubber ring joints fixed to walls, including with clamps etc, complete and jointed. |
| 21 | S & F PVC (SWR) bends any radius of 110 mm bore with access door. Make : Finolex, Supreme, Kisan |
| 22 | S & F PVC (SWR) bends any radius of 75 mm bore with access door. Make : Finolex, Supreme, Kisan |
| 23 | S & F PVC (SWR) reducers of 110 mm bore complete all as specifiedand and as directed. |
| 24 | S&F 110mm PVC (SWR) junction single (single T) equal or unequal complete all as specified . |
| 25 | S&F 75mm PVC (SWR) junction single (single T) equal or unequal complete all as specified . |
| 26 | M & L for cement concrete type B-0 1:2:4 (12.5mm graded stone aggregate) in cills, steps, plinth courses, string courses, lacing courses, parapets, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed rounded or chamfered on edges all as specified. |
| 27 | M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form 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 complete all as specifiedand and as directed. |
| 28 | M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), for fair finished surface of concrete, all as specified and as directed. |
| 29 | M & L for RCC M - 25 (Design Mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete. |
| 30 | M & L for RCC M - 25 (Design Mix) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specifiedand and as directed. |
| 31 | M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 32 | M & L for RCC M - 25 (Design Mix) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses. |
| 33 | M&L for stairs (framed) including stringers, treades, landing, balusters, hand rails etc. including cleats, brackets, etc. Fe 410 -W (Gde-E- 250) quality A, complete all as specified and directed. |
| 34 | Cutting into existing manholes 300mm dia pipe for connecting new drains making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required complete. |
| 35 | Material and labour for laying of GI tubing 80 mm bore, medium grade, ISI marked, conforming to IS 1239 (Part-1): 2004 including all fittings conforming to IS 1239 (Part-2): 2011 like elbow, socket, tee, reducer, nipple, short piece, union etc as required at site and laid in trenches incl connecting with existing lines all as directed by Engr-in-charge. Note:(i) Union or long screw have to provided at starting / end point of jointing pipe line . |
| 36 | Material and labour for laying of GI tubing 100 mm bore, medium grade, ISI marked, conforming to IS 1239 (Part-1): 2004 including all fittings conforming to IS 1239 (Part-2): 2011 like elbow, socket, tee, reducer, nipple, short piece, union etc as required at site and laid in trenches incl connecting with existing lines all as directed by Engr-in-charge. Note:(i) Union or long screw have to provided at starting / end point of jointing pipe line . |
| 37 | Suppy and Fixing 3 phase non clogging pump of 5 to 7.5Hp ,5.5 KW, 2900 RPM, discharge capacity 906 LPM at 16 meter head, max solid size 35mm, CI impeller, CI delivery casing CI motor body and carbon steel pump shaft with all accessories and fittings as specified |
| 38 | M & L for Submersible pump Fully Automatic DOL Starter In sheet Enclosure Type rating AC-3,Duty 415v, 50 Hz 3 Phase upto 7.5 HP,5.5 kW,Relay range of 12-18 A, contactor rating of 18, complete all as specified and directed. |
| 39 | Supply & lay PVC insulated submersible cable, flat flexible copper stranded conductor of size 10 sqmm 3 core, 1100 V grade as per IS: 694/1990 for submersible pump incl GI clamp for fixing cable to the coloum pipe |
| 40 | S & F round strand steel wire rope dia 12 mm and connected clamp nut bolts fixed complete all as per directed. |
| 41 | Supply & fixing XLPE armoured cable 35 sqmm 4 core,1100 volts grade heavy duty cable,ISI marked passing through pipe, with PVC insulated aluminium conductor served with an inner sheathing of PVC tape armoured with galvanised steel wire or tape and overall PVC sheathed complete all as sepcified. |
| 42 | M&L Sand Cushioning (dry) in trenches for protection of UG Cables (below, above and around the UG Cable laid in Trenches) of 230mm Spread thickness and consolidated (punned) upto 180mm thickness, complete all as specified and as directed. (NOTE : For the purpose of Payment, Punned thick-ness of Sand Cushioning only shall be Measured and Paid ) |
| 43 | S & F HDPE DWC (Double Walled Corrugated) of 750N with RR, complete with all fittings of 40 mm bore dia, laid in trenches / under roads, fixed to poles/ walls with Mild steel clamps , bolts , nuts and washers as in cable protection complete all as specified and directed. |
| 44 | Supply and laying well burnt Bricks , locally available best quality (sub class \\"B\\" bricks) laid in trenches perpandicular to U/G cable for cable protection complete all as specified. |
| 45 | Material and labour for earthing complete with Galvanised steel earth plate electrode 600x600x6 mm mm buried directly in ground (Earth pit not less than 2.25m below ground level) with top edge of the plate not less than 1.5m below normal ground level, connected to GI strip 32 x 6 mm as earth lead by means of bolt, nuts, check nuts and washers of galvanised iron or steel, upto 7.5m length, earth strip protected by and including 40 mm dia GI pipe (md grade) and connected to main test point or body of pole/pannel or lightening arrester of main controlling switch as directed including concrete pit in PCC (1:3:6) type C1 , Precast RCC (1:2:4) Type B1 cover slab of size 54x54x5 cm reinforced with 8 mm dia TMT bars @ 100 mm C/C both ways with one handle for lifting made out of 10 mm dia TMT bar embedded in precast cover slab, funnel, wire mesh, 20 mm bore GI Pipe (Medium Grade) for watering, Charcoal and salt in alternate layers of 15 cm (Compacted Thickness) around the earth electrode including necessary excavation, earth work in any type of soil and disposal of spoil to a distance n.exc 50 m and necessary testing complete all as shown in Electrical Plate No 3 of SSR Part-I. NOTE : 1. The unit rare includes for protectionh GI pipe of 40mm and watering pipe of 20mm bore including excavation for earth pit in any type of soil/disintegrate rock. 2. Contractor has to bring agriculture soil from outside of defence land and fill in earth pit to acheive desired result as the soil resisitivity is very high. 3. The cost of GI wire including protection pipe, from top of earth plate upto 7.5 meter above/below ground level is deemed to be included in the unit rate. 4. All the joints in GI wire and connectgion with earth plate to be welded through brazing and in addition by providing double brass nut bolt and washer. 5.Costing of welding and nut bolts are deemed to be included in the unit rate |
| 46 | Supply,designing ,install, testing & commission 3 phase and neutral, 415 volts outdoor type, CPRI type tested having certification of IEC-61439 , factory made , dust and vermin proof, cubical type LT panel of size 1.20m x 0.45m x 1.20m, with canopy fabricated from 3.00 mm thick CRCA sheet for outer shell and 2 mm thick for non load bearing with angle iron frame of 50 x 50 x 6 mm, double door, front and back openable type, double door system, hinged opening, rubber lining, locking arrangement, with anticorrosive coating and finally epoxy polyester power coating with pure polyster Siemens grey structural RAL-7032 shade, protection class IP-66 fully compartmentalize design with 4 Nos of bus bar made of copper 200 Amps rated (electrical grade aluminium complying with the requirements of latest BIS, colour coded), busbar extensions for cable connections of electrolytic grade . The busbars and Interconnecting links shall be insulated with heat shrinkable PVC sleeve with RYB & black colour coding. The bus bars shall be supported on unbreakable, non-hygroscopic SMC insulated pre-wired with suitable size of copper strip/copper wire with colour code for connecting out going MCCB/MCB's, including suitable aluminium earth strips conforming to IS with danger notice plate, necessary cable glands, cable connection with proper lugs, making electrical connection and circuit wiring for street light auto ON/OFF control timer by using desired electrical parameters PCC foundation and pedestal for fixing pillar feeder box/LT Panel with PCC 1:3:6, 15 cm thick in foundation, brick (Fly ash) / PCC block work in CM 1:6, rendering 1:6 on exposed surface and 100 mm thick PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in padding on top and grounting bolts etc for panel. The platform shall be of 450 mm height above ground level all as specified with supply and fixing the following accessories including taking out the existing one : |
| 47 | (A) IncomingMCCB 100 Amps rating, FP ,415 V, AC, 50 HZ, adjustable thermal anf fixed magnetic setting Ics-100 % Icu , service breaking capacity 16 KA --- 01 Nos(B) Outgoing(b) MCCB 63 Amps rating, FP ,415 V, AC, 50 HZ, adjustable thermal anf fixed magnetic setting Ics-100 % Icu , service breaking capacity 16 KA --- 01 Nos.(c) (b) Fully Automatic DOL Starter rating AC-3,Duty 415v, 50 Hz 3 Phase upto 7.5 HP,5.5 kW,Relay range of 12-18 A, contactor rating of 18-02 Nos (01xRunning, 01xStand by)(d) Digital voltmeter 0-500 volt with selector switch -01 No e) Digital amp meter 0-100 Amp with set of current transformer of suitable rating and selector switch -01 No (f) Indicator lamp (RYB) LED type - 01 set(g) Control MCB 2.0 Amps SP- 03. Nos Note:- (i) All MCCB/MCB should be of approved Make (ii) Drawing of LT panel and make of items shall be get approved from GE before ordering the panel.(iii) Cost of lugs for cable and cable gland etc also included in unit rate of panel.(iv) The rating bus bar to out going MCCB / MCB`s shall not be less than 1.5 times the rated current of individual out going feeders/ MCCB. (v) Spreader terminals and Phase barriers to be provided with all MCCB`s (vi) Rate of panel include refixing of all cables in panel which are dismantle & taking out from old unserviceable panel. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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