Tender For Rain Water Storage Project / M.I Storage Scheme At Avanga Cherra Under Jolaibari Block In South Tripura/ Sh:- Construction Of Distribution Pipeline During The Year 2025-26., Tripura-Tripura

TDR : 55300260

Tender Notice
BOQ

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Tripura , Tripura

Tender Brief : Tender For Rain Water Storage Project / M.I Storage Scheme At Avanga Cherra Under Jolaibari Block In South Tripura/ Sh:- Construction Of Distribution Pipeline During The Year 2025-26.

Document Fees
₹ 4000 /-

EMD
₹ 291092.0 /-

Tender Value
Refer document

Submission Date
08-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in -charge.For main pipe laying and crosing of rivers, roads etc.
2	i) 400 mm dia Ductile Iron Class K-7 pipes..
3	ii) 300 mm dia Ductile Iron Class K-7 pipes..
4	iii) 250 mm dia Ductile Iron Class K-7 pipes..
5	iv) 200 mm dia Ductile Iron Class K-7 pipes..
6	v) 150 mm dia Ductile Iron Class K-7 pipes..
7	Providing flanged joints to double flanged C.I /D.I.pipes and special including testing of joints asper CPWDspecification and direction of the Engineer - in - charge
8	i) 400 mm dia
9	ii) 300 mm dia
10	iii) 250 mm dia
11	iv) 200 mm dia
12	v) 150 mm dia
13	Charges for laying in position S&Sor flanged D.I.special such tees, bends, collars, tapers and capsetc. (excluding cos of specials) asper CPWD specification and direction of the Engineer - in - charge.( DI Pipe Initiating from 400 mm dia)
14	Haulage of materials by mechanical means excluding Loading & Unloading i) Surfaced Road (Agartala store to Avangachara Work site)
15	Loading and unloading of materials by manual means.
16	i) Loading of SCI / CI / DI pipes, valves, specials & fittings etc. by manual means including a lead upto 30 m
17	ii) Unloading of SCI / CI / DI pipes , valves, specials & fittings etc. by manual means including a lead upto 50 m
18	Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc.completeasper CPWD specification and directionof the Engineer -in-charge. (The tailpieces, tapersetc if required will be paid separately ).i) 400 mm dia
19	Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge
20	i) D.I. all socketted Bend 90 degree (a) 300 mm dia
21	(b) 400 mm dia
22	ii) D.I. all socketted Bend 45 degree (a) 300 mm dia
23	(b) 400 mm dia
24	iii) D.I. all socketted Bend 22.50 degree (a) 300 mm dia
25	(b) 400 mm dia
26	iv) D.I. Collar flanged socketted (a) 300 mm dia
27	(b) 400 mm dia
28	v) D.I. Flanged Socketted tail piece (a) 300 mm dia
29	(b) 400 mm dia
30	vi) D.I. Flanged spigotted tail piece (a) 300 mm dia
31	(b) 400 mm dia
32	Charges for cutting D.I. pipe with Mechanical cutter as per CPWD specification and direction of the Engineer - in -charge
33	a) 300 mm dia
34	b) 400 mm dia
35	Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.
36	a) 300 mm dia
37	b) 400 mm dia
38	Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200) including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in-charge.A. For UPVC pipes in new work
39	A) All kinds of soila) For pipes exceeding 90 mm dia but notexceeding 300 mm dia
40	b) For pipes exceeding 300 mm dia but notexceeding 600 mm dia
41	B) In all kinds of soila) For pipes exceeding 90 mm dia but notexceeding 300 mm dia
42	b) For pipes exceeding 300 mm dia but notexceeding 600 mm dia
43	Providing and laying different dia rigid UPVC pipes of Working Pressure 4.0 kg/ sq.cm. complete with necessary coupler and solvent cement as per CPWD Specification & direction of Engineer-in-charge.
44	i) 90mm dia
45	ii) 110mm dia
46	iii)140mm dia
47	iv) 160mm dia
48	v)200mm dia
49	vi) 250 mm dia
50	vii) 315mm dia
51	Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in -charge.
52	i) 90 mm dia
53	ii) 110 mm dia
54	iii) 140 mm dia
55	iv) 160 mm dia
56	Providing and fitting fixing of different dia rigid UPVC unequal Tee (including earth cutting & backfilling all socketted) suitable for pipes as perIS specification of working pressure 4.0 kg/sq.cm confirming to IS: 10124 (part-V) as per CPWD Specification & direction of Engineer- in-charge.
57	i) 315x315x250 mm dia
58	ii) 315x315x200 mm dia
59	iii) 315x315x160 mm dia
60	iv) 315x315x140 mm dia
61	v) 315x315x110 mm dia
62	vi) 315x315x90 mm dia
63	vii) 250x250x200 mm dia
64	viii) 250x250x160 mm dia
65	ix) 250x250x140 mm dia
66	x) 250x250x110 mm dia
67	xi) 250x250x90 mm dia
68	xii) 200x200x160 mm dia
69	xiii) 200x200x140 mm dia
70	xiv) 200x200x110 mm dia
71	xv) 200x200x90 mm dia
72	xvi) 160x160x140 mm dia
73	xvii) 160x160x110 mm dia
74	xviii) 160x160x90 mm dia
75	xix) 140x140x110 mm dia
76	xx) 140x140x90 mm dia
77	xxi) 110x110x90 mm dia
78	Providing and fitting fixing of different dia rigid UPVC equal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressure 4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge.
79	a)315x315x315 mm dia
80	b) 250x250x250 mm dia
81	c) 200x200x200 mm dia
82	d) 160x160x160 mm dia
83	e) 140x140x140 mm dia
84	f) 110x110x110 mm dia
85	g) 90x90x90 mm dia
86	Providing and fitting fixing rigid UPVC Reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 4.0 kg/sq.cm. as per CPWD Specification & direction of Engineer-in-charge.
87	a) 315x250 mm dia
88	b) 250x200 mm dia
89	c) 200x160 mm dia
90	d) 160x140 mm dia
91	e) 140x110 mm dia
92	f) 110x90 mm dia
93	Providing & fitting fixing rigid UPVC bend(30 degree,45 degree,60 degree, 90 degree) for UPVC pipes as per IS specification of Working pressure 4.0 kg/sq.cm as per CPWD Specification & direction of Engineer-in-charge.
94	i) 315 mm dia
95	ii) 250 mm dia
96	iii) 200 mm dia
97	iv) 160mm dia
98	v) 140mm dia
99	vi)110 mm dia
100	vii) 90 mm dia
101	Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge
102	a) 125 mm dia. 1) P.N-1.6
103	b) 150 mm dia. 1) P.N-1.6
104	c) 200 mm dia. 1) P.N-1.6
105	d) 250 mm dia. 1) P.N-1.6
106	e) 300 mm dia. 1) P.N-1.6
107	f) 400 mm dia. 1) P.N-1.6
108	Providing and fitting fixing MS tail piece with MS flange suitable for pipes complete as per CPWD specification & direstion of the Engg-in-charge.
109	i) 125 mm dia PVC Pipe
110	ii) 150mm dia PVC Pipe
111	iii) 200 mm dia PVC Pipe
112	iv) 250mm dia PVC Pipe
113	v) 300 mm dia PVC Pipe
114	Providing and fitting fixing of G.I hydrant suitable for PVC pipes as per standard specification complete as per direction of Engineer-in- charge (Rate excluding the cost of NTP control valve)
115	i) 80 X 50 mm dia
116	Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 )withsolvent cement conformingtoIS:14182includingtestingof jointscomplete asperPWD specification and direction of the Engineer-in- charge.
117	i) 90mm dia
118	ii) 110mm dia
119	iii)140mm dia
120	iv) 160mm dia
121	Providing and fixing of ASTM - D 1785 PVC end cap / well cap SCH - 80 as per specification and direction of the Engineer - in - charge.
122	i) 300 mm dia
123	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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 surplus excavated soil as directed, within a lead of 50 m
124	Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
125	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
126	First class brick work in foundation and plinth including cost of all materials as required completeIn Cement mortar 1:4 (1 cement : 4 fine sand)
127	12 mm cement plaster of mix Cement mortar 1:4 (1 cement : 4 fine sand)
128	Neat cement punning
129	Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
130	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size
131	Centering shuttering including struttings, propping etc. and removal of form work for:Foundations, footings, bases for columns etc. for mass concrete with timber plank
132	Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more Please Enable Macros to View BoQ information

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Tender For Rain Water Storage Project / M.I Storage Scheme At Avanga Cherra Under Jolaibari Block In South Tripura/ Sh:- Construction Of Distribution Pipeline During The Year 2025-26., Tripura-Tripura

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Sl. No.	Item Description
1	Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in -charge.For main pipe laying and crosing of rivers, roads etc.
2	i) 400 mm dia Ductile Iron Class K-7 pipes..
3	ii) 300 mm dia Ductile Iron Class K-7 pipes..
4	iii) 250 mm dia Ductile Iron Class K-7 pipes..
5	iv) 200 mm dia Ductile Iron Class K-7 pipes..
6	v) 150 mm dia Ductile Iron Class K-7 pipes..
7	Providing flanged joints to double flanged C.I /D.I.pipes and special including testing of joints asper CPWDspecification and direction of the Engineer - in - charge
8	i) 400 mm dia
9	ii) 300 mm dia
10	iii) 250 mm dia
11	iv) 200 mm dia
12	v) 150 mm dia
13	Charges for laying in position S&Sor flanged D.I.special such tees, bends, collars, tapers and capsetc. (excluding cos of specials) asper CPWD specification and direction of the Engineer - in - charge.( DI Pipe Initiating from 400 mm dia)
14	Haulage of materials by mechanical means excluding Loading & Unloading i) Surfaced Road (Agartala store to Avangachara Work site)
15	Loading and unloading of materials by manual means.
16	i) Loading of SCI / CI / DI pipes, valves, specials & fittings etc. by manual means including a lead upto 30 m
17	ii) Unloading of SCI / CI / DI pipes , valves, specials & fittings etc. by manual means including a lead upto 50 m
18	Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc.completeasper CPWD specification and directionof the Engineer -in-charge. (The tailpieces, tapersetc if required will be paid separately ).i) 400 mm dia
19	Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge
20	i) D.I. all socketted Bend 90 degree (a) 300 mm dia
21	(b) 400 mm dia
22	ii) D.I. all socketted Bend 45 degree (a) 300 mm dia
23	(b) 400 mm dia
24	iii) D.I. all socketted Bend 22.50 degree (a) 300 mm dia
25	(b) 400 mm dia
26	iv) D.I. Collar flanged socketted (a) 300 mm dia
27	(b) 400 mm dia
28	v) D.I. Flanged Socketted tail piece (a) 300 mm dia
29	(b) 400 mm dia
30	vi) D.I. Flanged spigotted tail piece (a) 300 mm dia
31	(b) 400 mm dia
32	Charges for cutting D.I. pipe with Mechanical cutter as per CPWD specification and direction of the Engineer - in -charge
33	a) 300 mm dia
34	b) 400 mm dia
35	Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.
36	a) 300 mm dia
37	b) 400 mm dia
38	Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200) including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in-charge.A. For UPVC pipes in new work
39	A) All kinds of soila) For pipes exceeding 90 mm dia but notexceeding 300 mm dia
40	b) For pipes exceeding 300 mm dia but notexceeding 600 mm dia
41	B) In all kinds of soila) For pipes exceeding 90 mm dia but notexceeding 300 mm dia
42	b) For pipes exceeding 300 mm dia but notexceeding 600 mm dia
43	Providing and laying different dia rigid UPVC pipes of Working Pressure 4.0 kg/ sq.cm. complete with necessary coupler and solvent cement as per CPWD Specification & direction of Engineer-in-charge.
44	i) 90mm dia
45	ii) 110mm dia
46	iii)140mm dia
47	iv) 160mm dia
48	v)200mm dia
49	vi) 250 mm dia
50	vii) 315mm dia
51	Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in -charge.
52	i) 90 mm dia
53	ii) 110 mm dia
54	iii) 140 mm dia
55	iv) 160 mm dia
56	Providing and fitting fixing of different dia rigid UPVC unequal Tee (including earth cutting & backfilling all socketted) suitable for pipes as perIS specification of working pressure 4.0 kg/sq.cm confirming to IS: 10124 (part-V) as per CPWD Specification & direction of Engineer- in-charge.
57	i) 315x315x250 mm dia
58	ii) 315x315x200 mm dia
59	iii) 315x315x160 mm dia
60	iv) 315x315x140 mm dia
61	v) 315x315x110 mm dia
62	vi) 315x315x90 mm dia
63	vii) 250x250x200 mm dia
64	viii) 250x250x160 mm dia
65	ix) 250x250x140 mm dia
66	x) 250x250x110 mm dia
67	xi) 250x250x90 mm dia
68	xii) 200x200x160 mm dia
69	xiii) 200x200x140 mm dia
70	xiv) 200x200x110 mm dia
71	xv) 200x200x90 mm dia
72	xvi) 160x160x140 mm dia
73	xvii) 160x160x110 mm dia
74	xviii) 160x160x90 mm dia
75	xix) 140x140x110 mm dia
76	xx) 140x140x90 mm dia
77	xxi) 110x110x90 mm dia
78	Providing and fitting fixing of different dia rigid UPVC equal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressure 4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge.
79	a)315x315x315 mm dia
80	b) 250x250x250 mm dia
81	c) 200x200x200 mm dia
82	d) 160x160x160 mm dia
83	e) 140x140x140 mm dia
84	f) 110x110x110 mm dia
85	g) 90x90x90 mm dia
86	Providing and fitting fixing rigid UPVC Reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 4.0 kg/sq.cm. as per CPWD Specification & direction of Engineer-in-charge.
87	a) 315x250 mm dia
88	b) 250x200 mm dia
89	c) 200x160 mm dia
90	d) 160x140 mm dia
91	e) 140x110 mm dia
92	f) 110x90 mm dia
93	Providing & fitting fixing rigid UPVC bend(30 degree,45 degree,60 degree, 90 degree) for UPVC pipes as per IS specification of Working pressure 4.0 kg/sq.cm as per CPWD Specification & direction of Engineer-in-charge.
94	i) 315 mm dia
95	ii) 250 mm dia
96	iii) 200 mm dia
97	iv) 160mm dia
98	v) 140mm dia
99	vi)110 mm dia
100	vii) 90 mm dia
101	Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge
102	a) 125 mm dia. 1) P.N-1.6
103	b) 150 mm dia. 1) P.N-1.6
104	c) 200 mm dia. 1) P.N-1.6
105	d) 250 mm dia. 1) P.N-1.6
106	e) 300 mm dia. 1) P.N-1.6
107	f) 400 mm dia. 1) P.N-1.6
108	Providing and fitting fixing MS tail piece with MS flange suitable for pipes complete as per CPWD specification & direstion of the Engg-in-charge.
109	i) 125 mm dia PVC Pipe
110	ii) 150mm dia PVC Pipe
111	iii) 200 mm dia PVC Pipe
112	iv) 250mm dia PVC Pipe
113	v) 300 mm dia PVC Pipe
114	Providing and fitting fixing of G.I hydrant suitable for PVC pipes as per standard specification complete as per direction of Engineer-in- charge (Rate excluding the cost of NTP control valve)
115	i) 80 X 50 mm dia
116	Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 )withsolvent cement conformingtoIS:14182includingtestingof jointscomplete asperPWD specification and direction of the Engineer-in- charge.
117	i) 90mm dia
118	ii) 110mm dia
119	iii)140mm dia
120	iv) 160mm dia
121	Providing and fixing of ASTM - D 1785 PVC end cap / well cap SCH - 80 as per specification and direction of the Engineer - in - charge.
122	i) 300 mm dia
123	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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 surplus excavated soil as directed, within a lead of 50 m
124	Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
125	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
126	First class brick work in foundation and plinth including cost of all materials as required completeIn Cement mortar 1:4 (1 cement : 4 fine sand)
127	12 mm cement plaster of mix Cement mortar 1:4 (1 cement : 4 fine sand)
128	Neat cement punning
129	Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
130	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size
131	Centering shuttering including struttings, propping etc. and removal of form work for:Foundations, footings, bases for columns etc. for mass concrete with timber plank
132	Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more Please Enable Macros to View BoQ information

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