Tender For Provn Of Single Living Accn In Offrs Mess & Family Welfare Centre At Drigpal Singh Institute (Dsi), & 02 X Room For Storage Of Medical Gas Cylinder Near Ration Store & Religion Institute (Sarv Dharmsthal) Against (Job No. 81 Sa/Btd/Lbw-26/
Tender Overview
Project Description
Tender for Provn Of Single Living Accn In Offrs Mess & Family Welfare Centre At Drigpal Singh Institute (Dsi), & 02 X Room For Storage Of Medical Gas Cylinder Near Ration Store & Religion Institute (Sarv Dharmsthal) Against (Job No. 81 Sa/Btd/Lbw-26/2025-26), (Job No.81 Sa/Btd/Lbw-25/2025-26), (Job No.81 Sa/Btd/Rev-12/2025-26), (Job No.81 Sa/Btd/Lbw-16/2021-22) Under Ge North And Ge South At Bathinda Mil Stn
BOQ
| Sl. No. | Item Description |
| 1 | Note:-Please refer schedule 'A' notes before quoting the tender. |
| 2 | GENERAL SUMMARY |
| 3 | Lump sum price worked out by the contractor for BUILDING WORKS as listed in Schedule ‘A’ Part- I (Ref prepriced schedule attached seperately) |
| 4 | Lump sum price worked out by the contractor for INTERNAL WATER SUPPLY WORKS as listed in Schedule ‘A’ Part- II (Ref prepriced schedule attached seperately) |
| 5 | Lump sum price worked out by the contractor for INTERNAL ELECTRIFICATION WORKS as listed in Schedule ‘A’ Part- III (Ref prepriced schedule attached seperately) |
| 6 | Lump sum price worked out by the contractor for EXTERNAL WATER SUPPLY WORKS as listed in Schedule ‘A’ Part- IV (Ref prepriced schedule attached seperately) |
| 7 | Lump sum price worked out by the contractor for EXTERNAL ELETRIC SUPPLY WORKS as listed in Schedule ‘A’ Part- V (Ref prepriced schedule attached seperately) |
| 8 | Lump sum price worked out by the contractor for ROAD ,PATH , HARDSTANDING AND CULVERT WORKS as listed in Schedule ‘A’ Part- VI (Ref prepriced schedule attached seperately) |
| 9 | Lump sum price worked out by the contractor for SEWAGE DISPOSAL WORKS as listed in Schedule ‘A’ Part- VII (Ref prepriced schedule attached seperately) |
| 10 | Lump sum price worked out by the contractor for EXCAVATION, EARTH WORK AND SITE DEVELOPMENT WORKS as listed in Schedule ‘A’ Part-VIII (Ref prepriced schedule attached seperately) |
| 11 | Lump sum price worked out by the contractor for AREA DRAINAGE as listed in Schedule ‘A’ Part-IX (Ref prepriced schedule attached seperately) |
| 12 | SCH 'A' Pt -X (MISCELLANEOUS ITEMS) (Contains Ser item No 3.01 to Ser item No 6.04) |
| 13 | INTERNAL ELETRIFICATION NOTE:- For items of internal Electrifications notes given at the beginning of Sch ‘A’ Part-III (internal Electrification) shall also be applicable. |
| 14 | Supply and fixing wall mounted extrdued aluminium housing LED betten fixture with tube 1.2 m, 25 watt Inverter type, 1.2 m 3000/6500K, efficacy not less than 90 lumen/watt, extruded Aluminium/polycarbonate, PC diffusor and integrated inbuilt driver complete including making connection complete all as specified and as directed by Engineer-in- charge. |
| 15 | Supply and fixing wall mounted extrdued aluminium housing LED betten fixture with tube 0.6 m, 10 watt Inverter type, 0.6 m 3000/6500K, efficacy not less than 90 lumen/watt, extruded Aluminium/polycarbonate, PC diffusor and integrated inbuilt driver complete including making connection complete all as specified and as directed by Engineer-in- charge. |
| 16 | Supply and Fixing LED 12 W Base B-22 complete all as specified and as directed by Engineer-in- charge |
| 17 | EXTERNAL ELETRIC SUPPLY NOTE:- For items of EXTERNAL ELECTRIC SUPPLY notes given at the beginning of Sch ‘A’ Part-V ( EXTERNAL ELETRIC SUPPLY ) shall also be applicable. |
| 18 | Supply, laying, jointing of Double Walled Corrugated Pipe (DWC) as UG Cable Protection complete of Size 63 mm, ID complete all as specified and directed by Engineer-in-Charge |
| 19 | Supply, jointing of Snap Fit Coupler for Double Walled Corrugated Pipe (DWC) as UG Cable Protection complete of Size 63 mm, ID complete all as specified and directed by Engineer-in-Charge |
| 20 | Supply and Fixing MCCB with Adjustable type, 4 Pole, 100 Amps 415 volts incomer- 01 No and outcomer MCCB 63 Amps-02 Nos, 50 HZ, 25 KA in and including sheet metal enclosure out door type made out of 3.15mm thick CRCA sheet mounted on Angle iron Padestal including grouting complete all as specified and directed by Engineer-in-Charge |
| 21 | Supply, Fabricating, Installation, Testing, Commissioning and electrically connecting LT Feeder Pillar box cubical type of size 60cm x 40cm x 30cm, 415 volts, Factory made, machine pressed, dust and vermin proof, outdoor type, made with CRCA sheet 3.15mm thick, Feeder Pillar box shall be powder coated with 7 tank process for treatment of degreasing, pickling & two coats primer, before being given the stove epoxy finish. front opening with single door with provision of rubber beading and locking system, including 200 Amp aluminium bus bar set of 4 with provision of hole on bus bar for fixing of cable mounted on PVC /epoxy insulators, including MCCB 100 Amp, 4 pole, 415 volts rating with breaking capacity 16 KA, adjustable setting = 80-100% and mounted on angle iron legs frame made with angle iron size 25mm x 25mm x 5 mm and legs duly spray painted internally and externally with Two coats of synthetic paint over a coat of red oxide of primer, legs grouted in PCC (1:2:4) type B-1 (using 20 mm graded crust stone aggregates) including necessary earth work complete, including all provision of opening for incoming / outgoing cables and testing complete all as directed by Engineer-in-chargeNote :- The cost of 200 Amp aluminium bus bar set of 4 PVC /epoxy insulators, and MCCB 100 Amp, 4 pole, 415 volts rating with breaking capacity 16 KA is included in this item and nothing shall be paid extra no this account |
| 22 | Material and labour for making the hole under road and hard standing suitable for laying and inserting pipe upto 80mm dia any length by mechanical drill system or Auger system and making the the surface good as existing surface complete all as specified and directed by Engineer-in-Charge. |
| 23 | SEWAGE DISPOSAL WORKS NOTE:- For items of SEWAGE DISPOSAL WORKS notes given at the beginning of Sch ‘A’ Part-VIII ( SEWAGE DISPOSAL WORKS ) shall also be applicable. |
| 24 | Material and labour for 10 users 2000 ltrs capacity PVC moulded Anaerobic Septic Tank for an anaerobic design in which bacteria treats waste under most favourable conditions, process effectively prevents rapid accumulation of sludge and suspended solids from passing through the system untreated with innovative engineering design of the inlet- outlet short circuit of waste water which is prevented to ensure long and enough retention time for effective treatment, thus the effluent dose not contain any solid or scum that could clog up the pipe line.The septic tank is buried underground, solid and liquid waste flow into it. Heavy solid waste settle to the bottom of the septic tank (known as sludge). The liquid wastes are also held in the septic tank while bacteria break down solids into liquids in an anaerobic environment, process is known as primary treatment certain bacterias and viruses are adsorbed into solid particles and held in the sludge or scum layers, allowing for limited removal of disease causing organisms at the stage. All that has to be done for fitting the tank is to fill the tank with water, connect the drain line to the inlet and outlet to the soak pit. Cover the manholes with the lids provided and tank is ready to use including 150mm thick PCC 1:4:8 Type B-1, using 20mm graded stone aggregates below foundation and vent shaft connection, including excavation, returning and filling, removal of excess soil, connection to existing sewage line including site clearance etc.complete all as specified and directed by Engineer-in- charge. |
| 25 | Material and labour for PVC manhole of PE material single piece manhole of size 800mm dia 3 to 5 no of inlet/outlet options and with riser height 1250 to 1500mm with inlet option of dia 160/200/250mm and outlet option 160/200/250mm with 600mm dia manhole cover fixed over 100mm thick PCC base in 1:4:8 complete all as specified and as directed |
| 26 | Supply , Fixing and testing for providing ,lowering , laying HDPE DWCPE (SN 8) pipe of 200mm internal bore as per IS-16098 of 2013, laid in trench and jointed with and including elastomeric sealing 'O' ring and fittings complete all as per manufacturer's instructions , including demolition of existing line complete all as speified and as directed by Engineer-in-charge. |
| 27 | Supply , Fixing and testing for providing ,lowering , laying HDPE DWCPE (SN 8) pipe of 150mm internal bore as per IS-16098 of 2013, laid in trench and jointed with and including elastomeric sealing 'O' ring and fittings complete all as per manufacturer's instructions , including demolition of existing line complete all as speified and as directed by Engineer-in-charge. |
| 28 | EXTERNAL WATER SUPPLY NOTE:- For items of EXTERNAL WATER SUPPLY notes given at the beginning of Sch ‘A’ Part-IV ( EXTERNAL WATER SUPPLY ) shall also be applicable. |
| 29 | Supply and fixing Gun metal gate valve with locking device and open shut indictor for 50 mm bore ion pipe, with iron wheel head, screwed both ends conforming to IS 778 - 1984 complete all as specified and directed |
| 30 | Supply and fixing Gun metal gate valve with locking device and open shut indictor for 25 mm bore ion pipe, with iron wheel head, screwed both ends conforming to IS 778 - 1984 complete all as specified and directed |
| 31 | Supply and fixing Gun metal gate valve with locking device and open shut indictor for 20 mm bore ion pipe, with iron wheel head, screwed both ends conforming to IS 778 - 1984 complete all as specified and directed |
| 32 | Material and labour Construction of valve pit Type 'B' of size 75 cm x 75cm x 75cm (internal dimension) of brick masonary laid with cement mortar (1:4) from the top of surface including cover of MS sheet 3.15 mm thick and angle iron 50mm x 50mm x 6mm with hinges, handle and lockgin arrangement inclduing painting with two coat of synthetic enamel paint over a coat of red oxide and grouting to PCC 1:2:4 type B-1, using 20mm graded crushed stone aggregate, Rendering 15mm thick in cement mortar 1:3, including three coats of white wash on internal surfaces and external exposed surface, foundation concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregates including necessary earthwork, returning filling, removal complete all as specified and shown on drawing. Note : Applicable drawing for valve pit Drawing No. BTD-811 sheet 1/2 to 2/2 |
| 33 | Material and Labour Construction of valve pit Type 'B' of size 60 cm x 60 cm x 60 cm (internal dimension) of brick masonary laid with cement mortar (1:4) from the top of surface including cover of MS sheet 3.15 mm thick and angle iron 50mm x 50mm x 6mm with hinges, handle and locking arrangement including painting with two coat of synthetic enamelled paint over a coat of red oxide and grouting to PCC 1:2:4 type B-1, using 20mm graded crushed stone aggregates, Rendering 15mm thick in cement mortar 1:3, including three coats of white wash on internal surfaces and external exposed surfaces, foundation concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregates including necessary earthwork, returning filling, removal complete all as specified and shown on drawing. Note : Applicable drawing for valve pit is Drawing No. BTD-811 sheet 1/2 to 2/2 |
| 34 | Material and labour for boring below road surfaces/hard standing suitable for inserting pipe of suitable size including removal of surplus soil and making good distubed surfaces complete all as specified and directed by Engineer-in-Charge Please Enable Macros to View BoQ information |
AI Tender Summary
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Tender Published
Tender notice published.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 33 daysBid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 35 daysTender Documents
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