Tender For Jjm Scheme During The Year 2026-27/S.H:- Extension Of Pipeline & Other Alied Works In Different Locations Of Existing Water Supply Schemes With Constriction Of Reinforced Cement Concrete Plat Form & Hydrant Post Under Dws Sub-Division Mung
Tender Value
48.42 Lakhs
Estimated cost
Bid Submission
13 Jul 2026
3 days left
EMD
96855
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Khowai → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Jjm Scheme During The Year 2026-27/S.H:- Extension Of Pipeline & Other Alied Works In Different Locations Of Existing Water Supply Schemes With Constriction Of Reinforced Cement Concrete Plat Form & Hydrant Post Under Dws Sub-Division Mungiakami (Gr-I).
BOQ
| Sl. No. | Item Description |
| 1 | Excavating trenches of required width for pipes cables etc in/c excavation for sockets and dressing of the sides where required ,ramming of bottoms, depth up to 1.5m in/c getting out excavated soil and backfilling of soil as required after laying of pipe line, layers not exceeding 20cm in depth in/c consolidating each deposited layer by ramming, watering and disposing of surplus excavated with all required leads as per chapter 2 of CPWD specifications and direction of the engineer-in-charge.A. For UPVC pipes in new work.a. In all kinds of soil. |
| 2 | i. For pipes not exceeding 90 mm dia |
| 3 | ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 4 | B. For G.I. / C.I. / D.I. pipes in new worka. In all kinds of soilI, For pipes not execeeding 90 mm dia. |
| 5 | ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 6 | Providing & laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and directio of the Engineer in chare. |
| 7 | i)15 mm dia. |
| 8 | 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 including testing of joints complete ( but excluding 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) |
| 9 | i. 40 mm OD |
| 10 | ii. 50 mm OD |
| 11 | iii. 63 mm OD |
| 12 | v. 90 mm OD |
| 13 | vi. 110 mm OD |
| 14 | vii. 140 mm OD |
| 15 | Providing fixing & laying fabricated UPVC socket/Coupler conforming to IS:10124(pary-2) with solvent cement conforming to IS:14182 in/c testing of joints complete as per CPWD specification and direction of the Engineer in charge. |
| 16 | i. 90 mm dia |
| 17 | ii. 110 mm dia |
| 18 | iii. 140 mm dia |
| 19 | 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. |
| 20 | i 80 mm dia Ductile Iron Class K-7 pipes. |
| 21 | ii. 100 mm dia Ductile Iron Class K-7 pipes. |
| 22 | iii. 125 mm dia Ductile Iron Class K-7 pipes. |
| 23 | iv. 150 mm dia Ductile Iron Class K-7 pipes. |
| 24 | Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.A. D.I. all socketted Bend 90 degree |
| 25 | i. 80 mm dia |
| 26 | ii. 100 mm dia |
| 27 | iii. 150 mm dia |
| 28 | B. D.I. all socketted Bend 45 degreei. 80 mm dia |
| 29 | ii. 100 mm dia |
| 30 | iii. 125 mm dia |
| 31 | iv. 150 mm dia |
| 32 | F. D.I. all socketted teei. 80 x 80 x 80 mm dia |
| 33 | ii. 100 x 100 x 80 mm dia |
| 34 | iii. 100 x 100 x 100 mm dia |
| 35 | iii. 125 x 125 x 80 mm dia |
| 36 | iv. 150 x 150 x 80 mm dia |
| 37 | v. 150 x 150 x 100 mm dia |
| 38 | vi. 150 x 150 x 150 mm dia |
| 39 | I. D.I. Double Socketted tapperi. 100 x 80 mm dia |
| 40 | ii. 125 x 80 mm dia |
| 41 | iii. 125 x 100 mm dia |
| 42 | iv. 150 x 80 mm dia |
| 43 | v. 150 x 125/100 mm dia |
| 44 | J. D.I. Flanged Socketted tail piecei. 80 mm dia |
| 45 | ii. 100 mm dia |
| 46 | iii. 125 mm dia |
| 47 | iv. 150 mm dia |
| 48 | K. D.I. Flanged Spigotted tail piecei. 80 mm dia |
| 49 | ii. 100 mm dia |
| 50 | iii. 125 mm dia |
| 51 | iv. 150 mm dia |
| 52 | Providing and fixing G.I. pipes of Heavy 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. |
| 53 | i. 15 mm dia. nominal bore |
| 54 | v. 40 mm dia. nominal bore |
| 55 | viii. 80 mm dia. nominal bore |
| 56 | ix. 100 mm dia. nominal bore |
| 57 | xi. 150 mm dia. nominal bore |
| 58 | Providing & fitting fixing GI flanged(10mmwall thickness) by welding with GI-MS pipe and placning position as per direction of the Engineer in charge. |
| 59 | i) 150 mm dia |
| 60 | iii) 100 mm dia |
| 61 | iv) 80 mm dia |
| 62 | providing,fixing & laying fabricated UPVC bend of reqd. degee confirming to IS 14182 including testing of joints complete as per chapter 20 of CPWD specification & direction of Engg. In Charge. |
| 63 | i. 40 mm dia. |
| 64 | ii. 50 mm dia. |
| 65 | iii. 63 mm dia. |
| 66 | v. 90 mm dia. |
| 67 | vi. 110 mm dia. |
| 68 | vii. 140 mm dia. |
| 69 | 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. |
| 70 | i. 40 mm dia. |
| 71 | ii. 50 mm dia. |
| 72 | iii. 63 mm dia. |
| 73 | v. 90 mm dia. |
| 74 | vi. 110 mm dia. |
| 75 | vii. 140 mm dia. |
| 76 | 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. |
| 77 | i. 40 x 40 mm dia |
| 78 | ii. 50 x 50 mm dia |
| 79 | iii. 63 x 63 mm dia |
| 80 | v. 90 x 90 mm dia |
| 81 | vi. 110 x 110 mm dia |
| 82 | vii. 140 x 140 mm dia |
| 83 | 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 CPWD specification and direction of the Engineer - in - charge. |
| 84 | i. 50 x 40 mm dia |
| 85 | ii. 63 x 50 mm dia |
| 86 | v. 110 x 90 mm dia |
| 87 | vi. 140 x 110 mm dia |
| 88 | vii. 140 x 90 mm dia |
| 89 | providing,fixing & laying fabricated UPVC tail piece with MS flange(8mm thick)of reqd. degee confirming to IS 14182 including testing of joints complete as per chapter 20 of CPWD specification & direction of Engg. In Charge. |
| 90 | v) 90 mm dia |
| 91 | vi)110 mm dia |
| 92 | vii)140 mm dia |
| 93 | Providing and fixing of CI non-return valve of approbed quality as per chapter clause 201 of CPWD and as per direction of Engineer in charge. |
| 94 | vi)150 mm nominal bore. |
| 95 | Providing & fitting, fixing CI sluice Valve class I (with cap) complete with nuts, bolts, rubber insertion etc. (the tail piece if required will be paid separetely) |
| 96 | iii) 80 mm dia |
| 97 | iv) 100 mm dia |
| 98 | v) 125 mm dia |
| 99 | vi) 150 mm dia |
| 100 | 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. |
| 101 | i) 10 mm nominal bore |
| 102 | Providing & fixing of GI socket as CPWD specification & direction of incharge. |
| 103 | i)15 mm nominal bore |
| 104 | Providing & fixing of GI bend/elbow in the pipe line as per CPWD specification and direction of Engineer in charge |
| 105 | i)15 mm dia |
| 106 | viii) 80 mm dia |
| 107 | ix)100 mm dia |
| 108 | xi)150 mm dia |
| 109 | Providing & fixing of GI union joints as per CPWD specification and direction of Engineer in charge |
| 110 | (i) 15mm dia |
| 111 | (v) 40 mm dia |
| 112 | (vi) 50 mm dia |
| 113 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 114 | vii. 40 x 15 mm dia |
| 115 | x. 50 x 15 mm dia |
| 116 | xxii. 80 x 40 mm dia |
| 117 | xxviii. 100 x 80 mm dia |
| 118 | xxxiv. 150 x 80 mm dia |
| 119 | xxxv. 150 x 100 mm dia |
| 120 | Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 121 | vii. 40 x 40 x 15 mm dia |
| 122 | x. 50 x 50 x 15 mm dia |
| 123 | xxii. 80 x 80 x 40 mm dia |
| 124 | xxviii. 100 x 100 x 80 mm dia |
| 125 | xxxii. 150 x 150 x 100 mm dia |
| 126 | Providing & fixing GI Nipple of medium class as per chapter 20 of CPWD specification and direction of Engineer in charge. |
| 127 | (i) 15mm dia 75mm long |
| 128 | (ii) 15 mm dia 150mm long |
| 129 | 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. |
| 130 | i) 15 mm dia PVC / plastic bib cock |
| 131 | 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. |
| 132 | B. by manual means. |
| 133 | Constructing masonry Chamber 90 x 90 x 100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement: 4 fine sand) for sluice valve,with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1) cement: 2 coarse sand: 4 graded stone aggregate 20 mm 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. |
| 134 | (i) With Second Class bricks. |
| 135 | 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 complete with all earth work required including refitting etc. complete as per approved drawing. Drawing No.06/CE/ACE/P&DU/DWS/2022-23). Specification and direction of the Engineer-in-charge. |
| 136 | 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. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysJul 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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