Tender For Ffc/Fdr/Running Maintenance Of Rws/Arws/Nrdwp/Jjm Schemes/ S.H:- Comprehensive Extension, Remodeling, Shifting, Replacement, Re-Alignment, Repairing Including Providing, Laying, Jointing And Fixing Of Di/Ci/Gi/Hdpe Pipe Lines, Re-Installat, Sabroom-Tripura

TDR : 55828103

Tender Notice
BOQ

2 Days Left

Sabroom , Tripura

Tender Brief : Tender For Ffc/Fdr/Running maintenance Of Rws/Arws/Nrdwp/Jjm Schemes/ S.H:- Comprehensive Extension, Remodeling, Shifting, Replacement, Re-Alignment, Repairing Including Providing, Laying, Jointing And Fixing Of Di/Ci/Gi/Hdpe Pipe Lines, Re-Installat

Document Fees
₹ 1000 /-

EMD
₹ 17942.0 /-

Tender Value
₹ 8.97 Lakhs /-

Submission Date
10-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	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. A. PN-1.6
2	i) 80mm Dia
3	ii) 100mm Dia
4	iii)125 mm dia.
5	iv. 150 mm dia
6	Constructing masonry Chamber 90x90x100 cm,inside with 75 class designation brick work incement mortar 1:4 (1 cement : 4 fine sand) for sluicevalve, with C.I. surface box 100 mm. topdiameter, 160 mm bottom diameter and 190 mmdeep (inside) with chained lid and RCC top slab 1:2:4mix (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size ) necessaryexcavation foundation concrete 1:5:10 (1 cement :5 fine sand:10 graded stone aggregate 40 mmnominal size ) and inside plastering with cementmortar 1:3 (1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neat cement completeas per standard design :With Second Class bricks
7	Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :A. With Second Class bricks
8	Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts 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. complete as per specification & direction of the Engineer-in-charge.
9	i)90 mm dia.
10	ii) 110 mm dia
11	iii) 140 mm dia
12	Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.i) 150 mm dia
13	Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 in/c testing of joints complete ( but ex/c the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in -charge.A. Class - 3 ( working pressure 6.0 kg / cm2)
14	i. 40 mm OD
15	ii. 50 mm OD
16	iii. 90 mm OD
17	iv. 110 mm OD
18	v. 140 mm OD
19	Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per chapter 20 of CPWD specification and direction of the Engineer – in-charge.
20	15 mm dia
21	25 mm dia
22	50 mm dia
23	Providing and fixing in position Precast RCC hydrant post of size 100 mm dia ( made with reinforced cement concrete 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded well burnt brick aggregate 1st class 12 mm nominal size) and steel reinforcement ( TMT bars )3 nos 8 mm dia 950 mm long and 7 Nos 6 mm dia ties including plastering the surface with 6 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement including providing & embedding 15 mm dia G.I. pipe (medium class as per IS : 1239 ) with necessary GI fittings like 2 Nos elbow, 1 no socket, 2 nos nipple 225 mm long and fitting fixing of PVC bib cock with GI socket, GI union complete with all earth work required including refilling etc. complete as per approved drawing ( Drawing No-06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge.
24	Providing and fixing in position Precast RCC platform of size 900 mm x 900 mm x100 mm with curb of size 75 x 75 mm keping an opening of 200 mm wide for surface drain of 60 cm length of size (200 mmx150 mm) in a suitable place for draining out of grey water (made with cement concrete 1:1.5:3 (1 cement: 1.5 sand: 3 graded well burnt brick aggregate 12 mm nominal size) and steel reinforcement(TMT bars ) 6 nos. 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1:3 (1 cement :3 sand) for platform &12 mm cement plaster(1:4) (1 cement :4 sand) for surface drain finished with a floating coat of neat cement complete with all earth work required including refilling etc. complete as per approved drawing (Drawing No-06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge.
25	Charge for repairing of leakage in UPVC/HDPE pipeline with PVC coupler and solvent cement etc including necessary earth excavation back filling of soil as required after laying of pipeline, in layers not exceeding 200mm in depth including consolidating each deposited layer by running watering etc. complete as per specification and direction of the Engineer-in-Charge.
26	90 mm OD
27	110 mm OD
28	140 mm OD
29	Clearing of diposited iron inside of laid PVC pipe line (90 mm/110 mm / 140 mm) excavation trenches for 100.00 mtr laid pipe line of required width and depth at an interval of 2.00 mtr to 3.00 mtr long for every 100.00 mtr. Clearing through UPVC coil pipe and laying same with coupler and cement solvent joint (PVC coupler and solvent cement to be issued at free of cost from the department)
30	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.
31	i. 90 mm dia
32	ii. 110 mm dia
33	iii. 140 mm dia
34	Charges for making hole by drilling and making thread bythread bit in the CI / DI pipe as per specification & directionof the Engineer-in-charge.
35	i.10 mm dia nominal bore
36	iii. 15 mm dia nominal bore
37	Clearing of diposited iron inside of laid CI/DI pipe line of different dia (150 mm/100 mm / 125 mm) and dismantling including trenching, refilling for every 100.00 mtr laid pipe line of required width and depth, cutting for every 100.00 mtr pipe iron throug PVC coil pipe after clearing washing and laying the same with rubber gusket pipe layed joint as per direction of the Engineer-in-charge. (Pig lead will be issued by the department at free of cost but rubber gusket and other T&P will be arranged by the agency)
38	Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.i. 150 mm dia
39	Providing and fitting fixing of Tyton joint collar with rubber gusket fitting with flat MS square bend at both end in/c nuts bolts washer and painting with anti corrosive black bitumenustic paint etc complete as per direction of the Engg.In -Charge. i) 150 mm dia.
40	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.
41	A. For UPVC pipes in new worka. In all kinds of soili. For pipes not exceeding 90 mm dia
42	A. For UPVC pipes in new worka. In all kinds of soilii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
43	Charges for 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. i. 150 mm dia .
44	Providing and laying of flexible PVC pipe (conforming toIS:7634) complete including earth work as per specificationand direction of the Engineer - in - charge (cost of fittings willbe paid separately).
45	i. 15 mm dia.
46	ii. 25 mm dia
47	iii. 32 mm dia
48	Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
49	i. 90 mm dia
50	ii. 110 mm dia
51	iii. 140 mm dia
52	Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
53	i. 90 mm dia
54	ii. 110 mm dia
55	iii. 140 mm dia
56	Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
57	i. 90 x 90 mm dia
58	ii. 110 x 110 mm dia
59	iii. 140 x 140 mm dia
60	Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
61	i. 110 x 90 mm dia
62	ii. 140 x 110 mm dia
63	iii. 140 x 90 mm dia
64	Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
65	i. 90 mm dia
66	ii. 110 mm dia
67	iii. 140 mm dia
68	Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. A. by manual means
69	Providing lead chaulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead as per CPWD specification and direction of the Engineer - in - charge.
70	80 mm dia
71	100 mm dia
72	125 mm dia
73	150 mm dia Please Enable Macros to View BoQ information

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Tender For Ffc/Fdr/Running Maintenance Of Rws/Arws/Nrdwp/Jjm Schemes/ S.H:- Comprehensive Extension, Remodeling, Shifting, Replacement, Re-Alignment, Repairing Including Providing, Laying, Jointing And Fixing Of Di/Ci/Gi/Hdpe Pipe Lines, Re-Installat, Sabroom-Tripura

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Sl. No.	Item Description
1	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. A. PN-1.6
2	i) 80mm Dia
3	ii) 100mm Dia
4	iii)125 mm dia.
5	iv. 150 mm dia
6	Constructing masonry Chamber 90x90x100 cm,inside with 75 class designation brick work incement mortar 1:4 (1 cement : 4 fine sand) for sluicevalve, with C.I. surface box 100 mm. topdiameter, 160 mm bottom diameter and 190 mmdeep (inside) with chained lid and RCC top slab 1:2:4mix (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size ) necessaryexcavation foundation concrete 1:5:10 (1 cement :5 fine sand:10 graded stone aggregate 40 mmnominal size ) and inside plastering with cementmortar 1:3 (1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neat cement completeas per standard design :With Second Class bricks
7	Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :A. With Second Class bricks
8	Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts 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. complete as per specification & direction of the Engineer-in-charge.
9	i)90 mm dia.
10	ii) 110 mm dia
11	iii) 140 mm dia
12	Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.i) 150 mm dia
13	Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 in/c testing of joints complete ( but ex/c the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in -charge.A. Class - 3 ( working pressure 6.0 kg / cm2)
14	i. 40 mm OD
15	ii. 50 mm OD
16	iii. 90 mm OD
17	iv. 110 mm OD
18	v. 140 mm OD
19	Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per chapter 20 of CPWD specification and direction of the Engineer – in-charge.
20	15 mm dia
21	25 mm dia
22	50 mm dia
23	Providing and fixing in position Precast RCC hydrant post of size 100 mm dia ( made with reinforced cement concrete 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded well burnt brick aggregate 1st class 12 mm nominal size) and steel reinforcement ( TMT bars )3 nos 8 mm dia 950 mm long and 7 Nos 6 mm dia ties including plastering the surface with 6 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement including providing & embedding 15 mm dia G.I. pipe (medium class as per IS : 1239 ) with necessary GI fittings like 2 Nos elbow, 1 no socket, 2 nos nipple 225 mm long and fitting fixing of PVC bib cock with GI socket, GI union complete with all earth work required including refilling etc. complete as per approved drawing ( Drawing No-06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge.
24	Providing and fixing in position Precast RCC platform of size 900 mm x 900 mm x100 mm with curb of size 75 x 75 mm keping an opening of 200 mm wide for surface drain of 60 cm length of size (200 mmx150 mm) in a suitable place for draining out of grey water (made with cement concrete 1:1.5:3 (1 cement: 1.5 sand: 3 graded well burnt brick aggregate 12 mm nominal size) and steel reinforcement(TMT bars ) 6 nos. 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1:3 (1 cement :3 sand) for platform &12 mm cement plaster(1:4) (1 cement :4 sand) for surface drain finished with a floating coat of neat cement complete with all earth work required including refilling etc. complete as per approved drawing (Drawing No-06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge.
25	Charge for repairing of leakage in UPVC/HDPE pipeline with PVC coupler and solvent cement etc including necessary earth excavation back filling of soil as required after laying of pipeline, in layers not exceeding 200mm in depth including consolidating each deposited layer by running watering etc. complete as per specification and direction of the Engineer-in-Charge.
26	90 mm OD
27	110 mm OD
28	140 mm OD
29	Clearing of diposited iron inside of laid PVC pipe line (90 mm/110 mm / 140 mm) excavation trenches for 100.00 mtr laid pipe line of required width and depth at an interval of 2.00 mtr to 3.00 mtr long for every 100.00 mtr. Clearing through UPVC coil pipe and laying same with coupler and cement solvent joint (PVC coupler and solvent cement to be issued at free of cost from the department)
30	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.
31	i. 90 mm dia
32	ii. 110 mm dia
33	iii. 140 mm dia
34	Charges for making hole by drilling and making thread bythread bit in the CI / DI pipe as per specification & directionof the Engineer-in-charge.
35	i.10 mm dia nominal bore
36	iii. 15 mm dia nominal bore
37	Clearing of diposited iron inside of laid CI/DI pipe line of different dia (150 mm/100 mm / 125 mm) and dismantling including trenching, refilling for every 100.00 mtr laid pipe line of required width and depth, cutting for every 100.00 mtr pipe iron throug PVC coil pipe after clearing washing and laying the same with rubber gusket pipe layed joint as per direction of the Engineer-in-charge. (Pig lead will be issued by the department at free of cost but rubber gusket and other T&P will be arranged by the agency)
38	Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.i. 150 mm dia
39	Providing and fitting fixing of Tyton joint collar with rubber gusket fitting with flat MS square bend at both end in/c nuts bolts washer and painting with anti corrosive black bitumenustic paint etc complete as per direction of the Engg.In -Charge. i) 150 mm dia.
40	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.
41	A. For UPVC pipes in new worka. In all kinds of soili. For pipes not exceeding 90 mm dia
42	A. For UPVC pipes in new worka. In all kinds of soilii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
43	Charges for 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. i. 150 mm dia .
44	Providing and laying of flexible PVC pipe (conforming toIS:7634) complete including earth work as per specificationand direction of the Engineer - in - charge (cost of fittings willbe paid separately).
45	i. 15 mm dia.
46	ii. 25 mm dia
47	iii. 32 mm dia
48	Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
49	i. 90 mm dia
50	ii. 110 mm dia
51	iii. 140 mm dia
52	Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
53	i. 90 mm dia
54	ii. 110 mm dia
55	iii. 140 mm dia
56	Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
57	i. 90 x 90 mm dia
58	ii. 110 x 110 mm dia
59	iii. 140 x 140 mm dia
60	Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
61	i. 110 x 90 mm dia
62	ii. 140 x 110 mm dia
63	iii. 140 x 90 mm dia
64	Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
65	i. 90 mm dia
66	ii. 110 mm dia
67	iii. 140 mm dia
68	Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. A. by manual means
69	Providing lead chaulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead as per CPWD specification and direction of the Engineer - in - charge.
70	80 mm dia
71	100 mm dia
72	125 mm dia
73	150 mm dia Please Enable Macros to View BoQ information

Tender For Ffc/Fdr/Running Maintenance Of Rws/Arws/Nrdwp/Jjm Schemes/ S.H:- Comprehensive Extension, Remodeling, Shifting, Replacement, Re-Alignment, Repairing Including Providing, Laying, Jointing And Fixing Of Di/Ci/Gi/Hdpe Pipe Lines, Re-Installat, Sabroom-Tripura

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