Tender For Attending Day To Day Complaints Of External Water Supply In Zone-Ii Area Of Tibri Mil Stn Under Ge Gurdaspur., Gurdaspur-Punjab

TDR : 55165014

Tender Notice
BOQ

15 Days Left

Gurdaspur , Punjab

Tender Brief : Tender For Attending Day To Day Complaints Of External Water Supply In Zone-Ii Area Of Tibri Mil Stn Under Ge Gurdaspur.

Document Fees
₹ 500 /-

EMD
₹ 98000.0 /-

Tender Value
₹ 49 Lakhs /-

Submission Date
18-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	Excavation in trenches in soft / loose soil not exceeding 1.5m wide and not exceeding 1.5m deep and getting out complete all as specified and directed.
2	Returning, filling in including spreading, leveling and well ramming in layers not exceeding 25cm thick complete all as specified and directed.
3	Removing excavated material n.exc. 50 m and depositing where directed at a level n.exc. 1.5 m above the starting point complete all as specified and directed.
4	M&L for repair to leakages of GI pipe, 15mm bore by replacing the tees, bends, sockets unions etc complete including all acessories with necessary exacavation and earth work; returning filling and removal of surplus soil to a distance n. exc 50m away including dewatering complete all as specified and directed by Engineer-in-Charge.
5	All as per item Srl No 4 here- in- before but size 20mm bore.
6	All as per item Srl No 4 here- in- before but size 25mm bore.
7	All as per item Srl No 4 here- in- before but size 40mm bore.
8	All as per item Srl No 4 here- in- before but size 50mm bore.
9	All as per item Srl No 4 here- in- before but size 80mm bore.
10	M&L for repair to leakages of CI/DI pipes of size 80 mm bore by replacing the tees, bends, sockets and providing the other materials as required at site such as lead joint to complete the job including excavation returning filling and removal of surplus soil to a distance n exc 50m away complete all as specified and directed by Engineer-in-Charge.
11	All as per item Srl No 10 here- in- before but size 100mm bore.
12	All as per item Srl No 10 here- in- before but size 150mm bore.
13	All as per item Srl No 10 here- in- before but size 200mm bore.
14	M&L for ISI marked CI/DI pipe fittings of size above 80mm upto 200mm dia such as bends, tapers tail pieces, tee pieces, caps and plug set including push on joints complete as specified and directed.
15	S&F in repair GI tubing, medium grade, with all fittings, laid in trenches of size 15mm bore complete all as specified and directed.
16	All as per item Srl No 15 here- in- before but size 20mm bore.
17	All as per item Srl No 15 here- in- before but size 25mm bore.
18	All as per item Srl No 15 here- in- before but size 40mm bore.
19	All as per item Srl No 15 here- in- before but size 50mm bore.
20	All as per item Srl No 15 here- in- before but size 80mm bore.
21	Cleaning of retrieved 20mm bore GI pipe lines and laying in trenches the same after cleaning internally (with wire brush) and externally (by scrapping and washing) including replacing GI fittings complete all as specified and directed.
22	All as per item Srl No 21 here- in- before but size 25mm bore.
23	All as per item Srl No 21 here- in- before but size 40mm bore.
24	All as per item Srl No 21 here- in- before but size 50mm bore.
25	All as per item Srl No 21 here- in- before but size 80mm bore.
26	S&F in replacement gun metal/globe or gate valves of 20mm bore with iron wheel head, ISI marked confirming to IS-780, screwed both ends for iron pipe and fixed complete all as specified and directed.
27	All as per item Srl No 26 here- in- before but size 25mm bore.
28	All as per item Srl No 26 here- in- before but size 40mm bore.
29	All as per item Srl No 26 here- in- before but size 50mm bore.
30	Dismantling of old unserviceable valve pits and constructing of brick masonary pits of internal dimensions 1000mm x 1000mm 1200mm (bottom PCC floor of the pit shall be 30cms below the bottom surface of sluice valve flange to provide sufficient working space), bottom floor of the pit be constructed in PCC (1:3:6), 15cms thick (using 20mm graded crushed stone aggregate) inner and exposed surfaces and bottom floor of the pit shall be plastered in CM (1:4) 15mm thick. The sluice valve and other fittings shall be housed in centre of the pit, the vertices of the pit should in right angle and chamfered. The top cover of the pit will be made out of MS sheet 2mm thick with angle iron frame made out of MS angle 50mm x50 mmx 6 mm with galvanised steel hindges two Nos and locking arrangements duly painted with two coats of synthetic enamelled paint over one coat of red oxide primer complete all as specified and directed.
31	All as per item Srl No 30 here-in- before but internal size 900mmx900mmx 900 mm.
32	All as per item Srl No 30 here-in- before but internal size 600mmx 600mmx 600 mm.
33	S&F in repair ductile iron (DI pipes) centrifugally cast (spun) pressure pipe class K-7, size 100mm bore ISI marked with internal cement mortar lining and external zinc and bitumen coated pipe 100mm bore with all spigot and socket ends with push on rubber gasket joint etc complete all as specified and directed. (Note :- laying of pipe may be horizontal or vertical both. The contractor shall keep this aspect in his mind while quoting his bid and rothing extra shall be payable on this account).
34	All as per item Srl No 33 here- in- before but 150mm bore.
35	All as per item Srl No 33 here- in- before but 200mm bore.
36	S&F in replacement CI sluice valve class PN- 1.6, ISI marked with stainless steel spindle and flanged both ends of size 80 mm dia bore with hand wheel complete all as specified and directed.
37	All as per item Srl No 36 here- in- before but size 100mm bore.
38	All as per item Srl No 36 here- in- before but size 150mm bore.
39	All as per item Srl No 36 here- in- before but size 200mm bore.
40	S&F in replacement of non returning sluice valve class PN- 1.6 ISI marked with stainless steel spindal and flanged both ends of size 150 mm bore complete all as specified and directed.
41	All as per item Srl No 40 here- in- before but 200mm bore.
42	M&L for run lead joint to 80 mm dia pipe complete all as directed
43	M&L for run lead joint to 100 mm dia pipe complete all as directed
44	M&L for run lead joint to 150 mm dia pipe complete all as directed
45	M&L for run lead joint to 200 mm dia pipe complete all as directed
46	M&L for cutting cast iron/ ductile iron pipes of size 80mm for inserting tees, bends, ferrules, etc and connecting complete at time of laying of pipes complete all as specified and directed. (Note :- CI/ DI Tees, bends etc shall be measured and paid separately).
47	All as per Srl item No 46 above but size 100mm bore.
48	All as per Srl item No 46 above but size 150mm bore.
49	All as per Srl item No 46 above but size 200mm bore.
50	M&L for fixing in repair of water ferrule (brass ) connection by doing excavation, disconnecting the ferrule and making new ferrule connection/hole on the existing delivery pipe line and supply and fixing of new GI nipple, union, bend, elbow and tee of 20mm bore and provision of 20mm plug at one side of tee and refreshing the ferrule connection for smooth supplying of the water to the user end, returning, fillling and removing the excavated material all as direceted.(Notes :- (i) Rates quoted by contractor shall be deemed to include dewatering of water from the trench. (ii) Incase the ferrule connection not working satisfactorily the whole job shall be redone again by the contractor without any extra cost to the entire satisfaction of Engineer-in-Charge). Please Enable Macros to View BoQ information
51	M&L for fixing in repair of water ferrule (brass ) connection by doing excavation, disconnecting the ferrule and making new ferrule connection/hole on the existing delivery pipe line and supply and fixing of new GI nipple, union, bend, elbow and tee of 20mm bore and provision of 20mm plug at one side of tee and refreshing the ferrule connection for smooth supplying of the water to the user end, returning, fillling and removing the excavated material all as direceted.(Notes :- (i) Rates quoted by contractor shall be deemed to include dewatering of water from the trench. (ii) Incase the ferrule connection not working satisfactorily the whole job shall be redone again by the contractor without any extra cost to the entire satisfaction of Engineer-in-Charge). Please Enable Macros to View BoQ information

Tender Documents

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1	Click here to download tender document	Tender Documents
2	Click here to download tender document	Tender Documents
3	Click here to download tender document	Tender Documents
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Tender For Attending Day To Day Complaints Of External Water Supply In Zone-Ii Area Of Tibri Mil Stn Under Ge Gurdaspur., Gurdaspur-Punjab

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Sl. No.	Item Description
1	Excavation in trenches in soft / loose soil not exceeding 1.5m wide and not exceeding 1.5m deep and getting out complete all as specified and directed.
2	Returning, filling in including spreading, leveling and well ramming in layers not exceeding 25cm thick complete all as specified and directed.
3	Removing excavated material n.exc. 50 m and depositing where directed at a level n.exc. 1.5 m above the starting point complete all as specified and directed.
4	M&L for repair to leakages of GI pipe, 15mm bore by replacing the tees, bends, sockets unions etc complete including all acessories with necessary exacavation and earth work; returning filling and removal of surplus soil to a distance n. exc 50m away including dewatering complete all as specified and directed by Engineer-in-Charge.
5	All as per item Srl No 4 here- in- before but size 20mm bore.
6	All as per item Srl No 4 here- in- before but size 25mm bore.
7	All as per item Srl No 4 here- in- before but size 40mm bore.
8	All as per item Srl No 4 here- in- before but size 50mm bore.
9	All as per item Srl No 4 here- in- before but size 80mm bore.
10	M&L for repair to leakages of CI/DI pipes of size 80 mm bore by replacing the tees, bends, sockets and providing the other materials as required at site such as lead joint to complete the job including excavation returning filling and removal of surplus soil to a distance n exc 50m away complete all as specified and directed by Engineer-in-Charge.
11	All as per item Srl No 10 here- in- before but size 100mm bore.
12	All as per item Srl No 10 here- in- before but size 150mm bore.
13	All as per item Srl No 10 here- in- before but size 200mm bore.
14	M&L for ISI marked CI/DI pipe fittings of size above 80mm upto 200mm dia such as bends, tapers tail pieces, tee pieces, caps and plug set including push on joints complete as specified and directed.
15	S&F in repair GI tubing, medium grade, with all fittings, laid in trenches of size 15mm bore complete all as specified and directed.
16	All as per item Srl No 15 here- in- before but size 20mm bore.
17	All as per item Srl No 15 here- in- before but size 25mm bore.
18	All as per item Srl No 15 here- in- before but size 40mm bore.
19	All as per item Srl No 15 here- in- before but size 50mm bore.
20	All as per item Srl No 15 here- in- before but size 80mm bore.
21	Cleaning of retrieved 20mm bore GI pipe lines and laying in trenches the same after cleaning internally (with wire brush) and externally (by scrapping and washing) including replacing GI fittings complete all as specified and directed.
22	All as per item Srl No 21 here- in- before but size 25mm bore.
23	All as per item Srl No 21 here- in- before but size 40mm bore.
24	All as per item Srl No 21 here- in- before but size 50mm bore.
25	All as per item Srl No 21 here- in- before but size 80mm bore.
26	S&F in replacement gun metal/globe or gate valves of 20mm bore with iron wheel head, ISI marked confirming to IS-780, screwed both ends for iron pipe and fixed complete all as specified and directed.
27	All as per item Srl No 26 here- in- before but size 25mm bore.
28	All as per item Srl No 26 here- in- before but size 40mm bore.
29	All as per item Srl No 26 here- in- before but size 50mm bore.
30	Dismantling of old unserviceable valve pits and constructing of brick masonary pits of internal dimensions 1000mm x 1000mm 1200mm (bottom PCC floor of the pit shall be 30cms below the bottom surface of sluice valve flange to provide sufficient working space), bottom floor of the pit be constructed in PCC (1:3:6), 15cms thick (using 20mm graded crushed stone aggregate) inner and exposed surfaces and bottom floor of the pit shall be plastered in CM (1:4) 15mm thick. The sluice valve and other fittings shall be housed in centre of the pit, the vertices of the pit should in right angle and chamfered. The top cover of the pit will be made out of MS sheet 2mm thick with angle iron frame made out of MS angle 50mm x50 mmx 6 mm with galvanised steel hindges two Nos and locking arrangements duly painted with two coats of synthetic enamelled paint over one coat of red oxide primer complete all as specified and directed.
31	All as per item Srl No 30 here-in- before but internal size 900mmx900mmx 900 mm.
32	All as per item Srl No 30 here-in- before but internal size 600mmx 600mmx 600 mm.
33	S&F in repair ductile iron (DI pipes) centrifugally cast (spun) pressure pipe class K-7, size 100mm bore ISI marked with internal cement mortar lining and external zinc and bitumen coated pipe 100mm bore with all spigot and socket ends with push on rubber gasket joint etc complete all as specified and directed. (Note :- laying of pipe may be horizontal or vertical both. The contractor shall keep this aspect in his mind while quoting his bid and rothing extra shall be payable on this account).
34	All as per item Srl No 33 here- in- before but 150mm bore.
35	All as per item Srl No 33 here- in- before but 200mm bore.
36	S&F in replacement CI sluice valve class PN- 1.6, ISI marked with stainless steel spindle and flanged both ends of size 80 mm dia bore with hand wheel complete all as specified and directed.
37	All as per item Srl No 36 here- in- before but size 100mm bore.
38	All as per item Srl No 36 here- in- before but size 150mm bore.
39	All as per item Srl No 36 here- in- before but size 200mm bore.
40	S&F in replacement of non returning sluice valve class PN- 1.6 ISI marked with stainless steel spindal and flanged both ends of size 150 mm bore complete all as specified and directed.
41	All as per item Srl No 40 here- in- before but 200mm bore.
42	M&L for run lead joint to 80 mm dia pipe complete all as directed
43	M&L for run lead joint to 100 mm dia pipe complete all as directed
44	M&L for run lead joint to 150 mm dia pipe complete all as directed
45	M&L for run lead joint to 200 mm dia pipe complete all as directed
46	M&L for cutting cast iron/ ductile iron pipes of size 80mm for inserting tees, bends, ferrules, etc and connecting complete at time of laying of pipes complete all as specified and directed. (Note :- CI/ DI Tees, bends etc shall be measured and paid separately).
47	All as per Srl item No 46 above but size 100mm bore.
48	All as per Srl item No 46 above but size 150mm bore.
49	All as per Srl item No 46 above but size 200mm bore.
50	M&L for fixing in repair of water ferrule (brass ) connection by doing excavation, disconnecting the ferrule and making new ferrule connection/hole on the existing delivery pipe line and supply and fixing of new GI nipple, union, bend, elbow and tee of 20mm bore and provision of 20mm plug at one side of tee and refreshing the ferrule connection for smooth supplying of the water to the user end, returning, fillling and removing the excavated material all as direceted.(Notes :- (i) Rates quoted by contractor shall be deemed to include dewatering of water from the trench. (ii) Incase the ferrule connection not working satisfactorily the whole job shall be redone again by the contractor without any extra cost to the entire satisfaction of Engineer-in-Charge). Please Enable Macros to View BoQ information
51	M&L for fixing in repair of water ferrule (brass ) connection by doing excavation, disconnecting the ferrule and making new ferrule connection/hole on the existing delivery pipe line and supply and fixing of new GI nipple, union, bend, elbow and tee of 20mm bore and provision of 20mm plug at one side of tee and refreshing the ferrule connection for smooth supplying of the water to the user end, returning, fillling and removing the excavated material all as direceted.(Notes :- (i) Rates quoted by contractor shall be deemed to include dewatering of water from the trench. (ii) Incase the ferrule connection not working satisfactorily the whole job shall be redone again by the contractor without any extra cost to the entire satisfaction of Engineer-in-Charge). Please Enable Macros to View BoQ information

Tender For Attending Day To Day Complaints Of External Water Supply In Zone-Ii Area Of Tibri Mil Stn Under Ge Gurdaspur., Gurdaspur-Punjab

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