Tender For Running Maintenance Of Jjm/Rws Scheme During The Year 2025-26/ S.H:-Repairing Of Existing Pump House And Existing Pipe Line & Maintenance Of Hydrant Point, With Other Allied Works In Different Schemes Under Dws Sub-Division, Kalyanpur (Gr., Kalyanpur-Tripura

TDR : 56019696

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Kalyanpur , Tripura

Tender Brief : Tender For Running Maintenance Of Jjm/Rws Scheme During The Year 2025-26/ S.H:-Repairing Of Existing Pump House And Existing Pipe Line & Maintenance Of Hydrant Point, With Other Allied Works In Different Schemes Under Dws Sub-Division, Kalyanpur (Gr.

Document Fees
₹ 1000 /-

EMD
₹ 9999.0 /-

Tender Value
₹ 4.99 Lakhs /-

Submission Date
22-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	Charges for repairing of leakage in UPVC/HDPE pipe line with PVC coupler & solvent cement etc. in/c necessary earth excavation backfilling of soil as required after laying of pipe line, in layers not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming, watering etc complete as per specification of & direction of the Engineer in charge.
2	i) 90mm OD
3	ii) 110 mm OD
4	iii) 140 mm OD
5	Providing fixing and laying fabricated UPVC socket/coupler conforming to IS : 10124(part-2) with solvent cement conforming to IS : 14182 in/c testing of joint complete ( but excluding the cost of specials like bend, tees etc which will be paid separately) as per PWD Specification and direction of the Engineer in Charge.
6	i) 90mm OD
7	ii) 110 mm OD
8	iii) 140 mm OD
9	Providing fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with cuplers of same class conforming to IS : 10124 ( Pt- II) with solvent cement conforming to IS : 14182 in/c testing of joint complete ( but excluding the cost of specials like bend, tees etc which will be paid separately) as per PWD Specification and direction of the Engineer in Charge.A. Class -3 ( Working pressure 6.0 kg/cm2)
10	i) 40 mm OD
11	ii) 90mm OD
12	iii) 110 mm OD
13	iv) 140 mm OD
14	Providing fixing and laying fabricated UPVC bend of required degree conforming to IS: 10124 (P-8/9/10/ 11/12/13) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge.
15	i) 90 mm dia
16	ii) 110 mm dia.
17	iii) 140 mm dia.
18	Providing fixing and laying fabricated UPVC end cap conforming to IS: 10124 (P-4) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge.
19	i) 90 mm dia
20	ii) 110 mm dia.
21	Reparing of leakage caused for damaged of lead joint at CI pipe/CI specials/ in/c excavation of earth as required upto 1.80 m depth cutting of bituminous red/WBM road (upto 3 or more layers) by 30 cm avaragedepth/soling road in/c dewatering side protection and making good the same with existing materials etc. complete in all respect as per direction of the Engineer in charge.
22	i) 100 mm dia
23	ii) 150 mm dia.
24	Providing fixing and laying fabricated UPVC equal tee conforming to IS: 10124 (P-5) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge.
25	i) 90x90 mm dia
26	ii) 110x110 mm dia.
27	iii) 140x140 mm dia.
28	Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
29	i) 100x100 mm dia.
30	ii) 150x150 mm dia.
31	Providing fixing and laying fabricated UPVC straight reducer conforming to IS: 10124 (P-3) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge.
32	i) 110x90 mm dia
33	ii) 140x110 mm dia.
34	Providing fixing and laying fabricated UPVC tail piece with MS flange(8mm thick) conforming to IS: 10124 (P-6) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge.
35	i) 90 mm dia
36	ii) 110 mm dia.
37	iii) 140 mm dia.
38	Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge.
39	i. 15 mm dia PVC /plastic bib cock
40	Proving & fixing GI full way valve as per chpater 20 of CPWD specification & direction of the Engineer in charge.
41	i) 40 mm dia
42	Providing & fixing bruss ferrule with CI cover conforming t0 IS:2692 in/c boaring and taping the main as per chapter 20 of CPWD specification and direction of Engineer in charge.
43	i) 10 mm nominal bore
44	ii) 15 mm nominal bore
45	Providing & fixing of GI socket as CPWD specification & direction of Engineer in charge.
46	i) 15 mm dia
47	ii) 20 mm dia
48	iii) 40 mm dia
49	Providing & fixing of GI union joints as per CPWD specification and direction of Engineer in charge
50	i) 15mm dia
51	ii) 20 mm dia.
52	iii) 40 mm dia
53	Providing & fixing GI Nipple of medium class as per chapter 20 of CPWD specification and direction of Engineer in charge.
54	i) 15mm dia 75mm long
55	ii) 15mm dia 150 mm long
56	Providing & fixing GI reducer in the pipeline including testing of joints complete as CPWD specification & direction of incharge.
57	i)20X15 mm
58	ii) 40x15 mm dia
59	iii) 100x80 mm dia
60	iv) 150x80 mm dia
61	v) 150x100 mm dia
62	Providing & fixing GI bend/elbow in the pipeline including testing of joints complete as CPWD specification & direction of incharge.
63	i)15 mm dia
64	ii)20 mm dia.
65	iii) 100 mm dia
66	iv) 150 mm dia
67	Making road crossing by horizantal boaring for smoothly lating of UPVC/CI/DI/GI pipe etc of requiered dia complete as per specification &direction of the Engineer in charge.
68	B) By manual means
69	Providing & fitting, fixing CI sluice Valve (with cap) complete with nuts, bolts, rubber insertion etc. (the tail piece if required will be paid separetely)
70	i) 80 mm dia. (A) PN - 1.6
71	ii) 100 mm dia. (A) PN - 1.6
72	iii) 150mm dia. (A) PN - 1.6
73	Providing & fitting fixing spindles for sluice valve of approved quality as per direction of the Engineer in charge.
74	i) 100 mm dia
75	ii) 150 mm dia.
76	Providing lead chaulked joints to spun iron or CI pipes and specials in/c testing of joints but ex/c the cost of pig lead as pe chapter 20 of CPWD specification and the direction of the Engineer in charge.
77	i) 80 mm dia
78	ii) 100 mmdia
79	iii) 150 mm dia
80	Excavation trenches of required width for pipes etc. including excavation of sockets, dressing of sides, ramming of bottom, depth up to 1.5 m including getting out the excavated soil as required in layer not exceeding 20 cm in depth in consolidating each deposited layer by ramming, watering etc. & dressing of surplus excavated soil as directed within a lead of 50 m.(a) ordinary soilC) For UPVC pipes in old worka) In all kinds of soil
81	i) for pipes not exceeding 90 mm OD
82	ii) for pipe exceeding 90 mm OD but not exceeding 300 mm OD
83	Providing & laying of Flexible pvc Pipe( conforming to IS : 7634) complete as per specificatio & direction of the Engineer In Charge ( cost of earth work & fittings will be paid separately)
84	a) 15 mm dia
85	b) 20 mm dia
86	Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.A. External work.
87	i. 15 mm dia. nominal bore
88	ii. 40 mm dia. nominal bore
89	Labour for removal of deposited iron etc from the existing CI/DI pipe line by chain lead pully system attached with required dia cutter etc in/c necessary earth excavation of Engineer in charge. (pin poit for cutting of CI/DI pipe line will be as per direction of the Engineer in charge.
90	b) 200 mm dia to 80 mm dia
91	Disconnection of the Existing ferrule, GI socket, union joints, bend etc from main pipe line and plugging the existing ferrule hole with GI plug in/c necessary cutting earth and refilling the same etc complete as per direction of the Engineer in charge.
92	Labour for removal of deposited iron forign materials etc from existing PVC pipe line by cgain lead pully system attached with required dia of cutter etc in/c necessary earth excavation dismantiling cutting relaying and jointing of pipes by making PVC coupler and solvent cement and refilling of earth etc complete as per direction of the Engineer in charge. (pin point for cutting of PVC pipe line will be as per direction of the Engineer in charge and as per actual site condition and necessary pipe for making coupler and solvent cement will be issued by the department at free of cost.
93	a) 140 mm dia to 90 mm dia.
94	Earthwork in excavation in all kinds of soil 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, stacking the suitable soil properly for using the same in the building below floor and disposal of surplus excavated soil as directed, within a lead of 50 m as directed as per clauses of Chapter - 2 of CPWD specification.
95	a) By manual means
96	Supplying fitting fixing of following spare parts of approved quality suitable etc. as per direction of the Engineer-in-Charge.
97	a) Full theraded nuts and bolt,10 mm dia, 50 mm long
98	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level andremoval of rubbish upto a distance of 50 m outside the periphery of the area cleared.
99	Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump (L & T) as per specification and direction of the Engineer-in-charge.
100	i) 25 HP/18.5 kw Relay range within 13-21 + 10%
101	ii) 35 HP/26 kw Relay range within 20-32 + 10%
102	Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge.
103	(ii) 63 amps
104	(iii) 100 amps
105	Charges for making hole by drilling and making thread by thread bit in the CI / DI pipe as per specification & direction of the Engineer-in-charge.
106	ii) 10 mm dia nominal bore Please Enable Macros to View BoQ information

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Tender For Running Maintenance Of Jjm/Rws Scheme During The Year 2025-26/ S.H:-Repairing Of Existing Pump House And Existing Pipe Line & Maintenance Of Hydrant Point, With Other Allied Works In Different Schemes Under Dws Sub-Division, Kalyanpur (Gr., Kalyanpur-Tripura

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Sl. No.	Item Description
1	Charges for repairing of leakage in UPVC/HDPE pipe line with PVC coupler & solvent cement etc. in/c necessary earth excavation backfilling of soil as required after laying of pipe line, in layers not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming, watering etc complete as per specification of & direction of the Engineer in charge.
2	i) 90mm OD
3	ii) 110 mm OD
4	iii) 140 mm OD
5	Providing fixing and laying fabricated UPVC socket/coupler conforming to IS : 10124(part-2) with solvent cement conforming to IS : 14182 in/c testing of joint complete ( but excluding the cost of specials like bend, tees etc which will be paid separately) as per PWD Specification and direction of the Engineer in Charge.
6	i) 90mm OD
7	ii) 110 mm OD
8	iii) 140 mm OD
9	Providing fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with cuplers of same class conforming to IS : 10124 ( Pt- II) with solvent cement conforming to IS : 14182 in/c testing of joint complete ( but excluding the cost of specials like bend, tees etc which will be paid separately) as per PWD Specification and direction of the Engineer in Charge.A. Class -3 ( Working pressure 6.0 kg/cm2)
10	i) 40 mm OD
11	ii) 90mm OD
12	iii) 110 mm OD
13	iv) 140 mm OD
14	Providing fixing and laying fabricated UPVC bend of required degree conforming to IS: 10124 (P-8/9/10/ 11/12/13) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge.
15	i) 90 mm dia
16	ii) 110 mm dia.
17	iii) 140 mm dia.
18	Providing fixing and laying fabricated UPVC end cap conforming to IS: 10124 (P-4) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge.
19	i) 90 mm dia
20	ii) 110 mm dia.
21	Reparing of leakage caused for damaged of lead joint at CI pipe/CI specials/ in/c excavation of earth as required upto 1.80 m depth cutting of bituminous red/WBM road (upto 3 or more layers) by 30 cm avaragedepth/soling road in/c dewatering side protection and making good the same with existing materials etc. complete in all respect as per direction of the Engineer in charge.
22	i) 100 mm dia
23	ii) 150 mm dia.
24	Providing fixing and laying fabricated UPVC equal tee conforming to IS: 10124 (P-5) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge.
25	i) 90x90 mm dia
26	ii) 110x110 mm dia.
27	iii) 140x140 mm dia.
28	Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
29	i) 100x100 mm dia.
30	ii) 150x150 mm dia.
31	Providing fixing and laying fabricated UPVC straight reducer conforming to IS: 10124 (P-3) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge.
32	i) 110x90 mm dia
33	ii) 140x110 mm dia.
34	Providing fixing and laying fabricated UPVC tail piece with MS flange(8mm thick) conforming to IS: 10124 (P-6) with solvent cement conforming to IS:14182 in/c testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer in charge.
35	i) 90 mm dia
36	ii) 110 mm dia.
37	iii) 140 mm dia.
38	Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge.
39	i. 15 mm dia PVC /plastic bib cock
40	Proving & fixing GI full way valve as per chpater 20 of CPWD specification & direction of the Engineer in charge.
41	i) 40 mm dia
42	Providing & fixing bruss ferrule with CI cover conforming t0 IS:2692 in/c boaring and taping the main as per chapter 20 of CPWD specification and direction of Engineer in charge.
43	i) 10 mm nominal bore
44	ii) 15 mm nominal bore
45	Providing & fixing of GI socket as CPWD specification & direction of Engineer in charge.
46	i) 15 mm dia
47	ii) 20 mm dia
48	iii) 40 mm dia
49	Providing & fixing of GI union joints as per CPWD specification and direction of Engineer in charge
50	i) 15mm dia
51	ii) 20 mm dia.
52	iii) 40 mm dia
53	Providing & fixing GI Nipple of medium class as per chapter 20 of CPWD specification and direction of Engineer in charge.
54	i) 15mm dia 75mm long
55	ii) 15mm dia 150 mm long
56	Providing & fixing GI reducer in the pipeline including testing of joints complete as CPWD specification & direction of incharge.
57	i)20X15 mm
58	ii) 40x15 mm dia
59	iii) 100x80 mm dia
60	iv) 150x80 mm dia
61	v) 150x100 mm dia
62	Providing & fixing GI bend/elbow in the pipeline including testing of joints complete as CPWD specification & direction of incharge.
63	i)15 mm dia
64	ii)20 mm dia.
65	iii) 100 mm dia
66	iv) 150 mm dia
67	Making road crossing by horizantal boaring for smoothly lating of UPVC/CI/DI/GI pipe etc of requiered dia complete as per specification &direction of the Engineer in charge.
68	B) By manual means
69	Providing & fitting, fixing CI sluice Valve (with cap) complete with nuts, bolts, rubber insertion etc. (the tail piece if required will be paid separetely)
70	i) 80 mm dia. (A) PN - 1.6
71	ii) 100 mm dia. (A) PN - 1.6
72	iii) 150mm dia. (A) PN - 1.6
73	Providing & fitting fixing spindles for sluice valve of approved quality as per direction of the Engineer in charge.
74	i) 100 mm dia
75	ii) 150 mm dia.
76	Providing lead chaulked joints to spun iron or CI pipes and specials in/c testing of joints but ex/c the cost of pig lead as pe chapter 20 of CPWD specification and the direction of the Engineer in charge.
77	i) 80 mm dia
78	ii) 100 mmdia
79	iii) 150 mm dia
80	Excavation trenches of required width for pipes etc. including excavation of sockets, dressing of sides, ramming of bottom, depth up to 1.5 m including getting out the excavated soil as required in layer not exceeding 20 cm in depth in consolidating each deposited layer by ramming, watering etc. & dressing of surplus excavated soil as directed within a lead of 50 m.(a) ordinary soilC) For UPVC pipes in old worka) In all kinds of soil
81	i) for pipes not exceeding 90 mm OD
82	ii) for pipe exceeding 90 mm OD but not exceeding 300 mm OD
83	Providing & laying of Flexible pvc Pipe( conforming to IS : 7634) complete as per specificatio & direction of the Engineer In Charge ( cost of earth work & fittings will be paid separately)
84	a) 15 mm dia
85	b) 20 mm dia
86	Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.A. External work.
87	i. 15 mm dia. nominal bore
88	ii. 40 mm dia. nominal bore
89	Labour for removal of deposited iron etc from the existing CI/DI pipe line by chain lead pully system attached with required dia cutter etc in/c necessary earth excavation of Engineer in charge. (pin poit for cutting of CI/DI pipe line will be as per direction of the Engineer in charge.
90	b) 200 mm dia to 80 mm dia
91	Disconnection of the Existing ferrule, GI socket, union joints, bend etc from main pipe line and plugging the existing ferrule hole with GI plug in/c necessary cutting earth and refilling the same etc complete as per direction of the Engineer in charge.
92	Labour for removal of deposited iron forign materials etc from existing PVC pipe line by cgain lead pully system attached with required dia of cutter etc in/c necessary earth excavation dismantiling cutting relaying and jointing of pipes by making PVC coupler and solvent cement and refilling of earth etc complete as per direction of the Engineer in charge. (pin point for cutting of PVC pipe line will be as per direction of the Engineer in charge and as per actual site condition and necessary pipe for making coupler and solvent cement will be issued by the department at free of cost.
93	a) 140 mm dia to 90 mm dia.
94	Earthwork in excavation in all kinds of soil 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, stacking the suitable soil properly for using the same in the building below floor and disposal of surplus excavated soil as directed, within a lead of 50 m as directed as per clauses of Chapter - 2 of CPWD specification.
95	a) By manual means
96	Supplying fitting fixing of following spare parts of approved quality suitable etc. as per direction of the Engineer-in-Charge.
97	a) Full theraded nuts and bolt,10 mm dia, 50 mm long
98	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level andremoval of rubbish upto a distance of 50 m outside the periphery of the area cleared.
99	Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump (L & T) as per specification and direction of the Engineer-in-charge.
100	i) 25 HP/18.5 kw Relay range within 13-21 + 10%
101	ii) 35 HP/26 kw Relay range within 20-32 + 10%
102	Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge.
103	(ii) 63 amps
104	(iii) 100 amps
105	Charges for making hole by drilling and making thread by thread bit in the CI / DI pipe as per specification & direction of the Engineer-in-charge.
106	ii) 10 mm dia nominal bore Please Enable Macros to View BoQ information

Tender For Running Maintenance Of Jjm/Rws Scheme During The Year 2025-26/ S.H:-Repairing Of Existing Pump House And Existing Pipe Line & Maintenance Of Hydrant Point, With Other Allied Works In Different Schemes Under Dws Sub-Division, Kalyanpur (Gr., Kalyanpur-Tripura

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