Schemes In North Tripura District Under 15Th Fc / State Fund During The Year 2022-23 / Sh- Mtc Of Existing Pipeline And Other Allied Works Within The Jurisdiction Of Jubarajnagar Rd Block Under Dws Sub-Division Panisagar. / Gr-I
Tender Value
9.33 Lakhs
Estimated cost
Bid Submission
28 Sep 2022
0 days left
EMD
18671
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
panisagar → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Schemes In North Tripura District Under 15Th Fc / State Fund During The Year 2022-23 / Sh- Mtc Of Existing Pipeline And Other Allied Works Within The Jurisdiction Of Jubarajnagar Rd Block Under Dws Sub-Division Panisagar. / Gr-I
BOQ
| Sl. No. | Item Description |
| 1 | Excavating trenches of required widthfor 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. |
| 2 | A). For UPVC pipes in new worka). In all kinds of soil |
| 3 | i). For pipes not exceeding 90 mm dia |
| 4 | ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 5 | B). For G.I. / C.I. / D.I. pipes in new worka). In all kinds of soilii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 6 | Charges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete (excluding the cost of pipes, couplers, solvent cement which are to be issued from the department free of cost and 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) |
| 7 | iii) 90 mm OD |
| 8 | iv) 110 mm OD |
| 9 | v) 140 mm OD |
| 10 | 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. |
| 11 | ii) 100 mm dia |
| 12 | iv) 150 mm dia |
| 13 | Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as perCPWD specification and direction of the Engineer - in - charge. |
| 14 | ii) 100 mm dia |
| 15 | iii) 125 mm dia |
| 16 | Earthwork in excavation in over areas (exceeding average depth of 30 cm, 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth lead up to 50 m and lift upto 1.5 m, disposed earth to be leveled and neatly dressed(a)allkinds of soil 2.12.1 by mechanical means |
| 17 | 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. |
| 18 | i) 80 mm dia |
| 19 | ii) 100 mm dia |
| 20 | iii) 125 mm dia |
| 21 | iv) 150 mm dia |
| 22 | 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. |
| 23 | ii. 80 mm dia.A. PN - 1.6 |
| 24 | iii. 100 mm dia. A. PN - 1.6 |
| 25 | iii. 150mm dia. A. PN - 1.6 |
| 26 | Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 27 | A) D.I. all socketted Bend 90 degree |
| 28 | ii) 100 mm dia |
| 29 | ii) 150 mm dia |
| 30 | B) D.I. all socketted Bend 45 degree |
| 31 | ii) 100 mm dia |
| 32 | ii) 150 mm dia |
| 33 | C). D.I. all socketted Bend 22.5 degree |
| 34 | ii) 100 mm dia |
| 35 | ii) 150 mm dia |
| 36 | F). D.I. all socketted tee |
| 37 | ii)100 x 100 x 80 mm dia |
| 38 | iii) 100 x 100 x 100 mm dia |
| 39 | iii) 150 x 150 x 100 mm dia |
| 40 | iii) 150 x 150 x 150 mm dia |
| 41 | j) D.I. flange socketed tail piece |
| 42 | ii) 100 mm dia |
| 43 | ii) 150 mm dia |
| 44 | K). D.I. Flanged spigoted tail piece |
| 45 | ii) 100 mm dia |
| 46 | ii) 150 mm dia |
| 47 | g) D.I. coller both end socketed |
| 48 | ii) 100 mm dia |
| 49 | ii) 150 mm dia |
| 50 | Providing and laying S&S CI standerd specials suitable for mechanical joints as per IS: 13382 as per CPWD specification and direction of the Engineer in charge.ii) Upto 300 mm dia |
| 51 | Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 52 | ii) 100 mm dia |
| 53 | ii) 150mm dia |
| 54 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 55 | ii). 90 x 90 mm dia |
| 56 | ii). 110 x110 mm dia |
| 57 | ii). 140 x 140 mm dia |
| 58 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 59 | ii)90 mm dia |
| 60 | ii). 110 mm dia |
| 61 | ii). 140 mm dia |
| 62 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 63 | i). 90 mm dia |
| 64 | ii).110 mm dia |
| 65 | i). 140 mm dia |
| 66 | 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. |
| 67 | i). 110 x 90 mm dia |
| 68 | i). 140 x 100 mm dia |
| 69 | i). 140 x 90 mm dia |
| 70 | Providing, fixing and laying flanged fabricated UPVC tailpiece conforming to IS : 10124 ( Part 6 ) with G.I. flange ( 8 mm thick ) 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. |
| 71 | i). 90 mm dia |
| 72 | ii). 110 mm dia |
| 73 | i). 140 mm dia |
| 74 | Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler & solvent cement etc. including necessary earth excavation, 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. |
| 75 | i. 90 mm OD |
| 76 | ii. 110 mm OD |
| 77 | iii. 140 mm OD |
| 78 | 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. |
| 79 | i. 90 mm dia |
| 80 | ii. 110 mm dia No. |
| 81 | iii. 140 mm dia No. |
| 82 | Constructing masonry Chamber 90 x 90 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) ... : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge. |
| 83 | Providing and fixing brass ferrule with C.I. cover conforming to IS :2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 84 | ii) 10 mm nominal bore |
| 85 | ii) 15 mm nominal bore |
| 86 | 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.i). 15 mm dia PVC /plastic bib cock |
| 87 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately). |
| 88 | a) 15mm dia (ID) |
| 89 | b) 20mm dia(ID) |
| 90 | c) 25mm dia(ID) |
| 91 | Providing and fixing G.I. pipes of Mediumclass 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 chapter 20 of CPWD specification and direction of the Engineer- in - charge.A). External work. |
| 92 | i) 15 mm dia. nominal bore |
| 93 | ii) 20 mm dia. nominal bore |
| 94 | iii) 25 mm dia. nominal bore |
| 95 | iv) 32 mm dia. nominal bore |
| 96 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 97 | i). 15 mm dia |
| 98 | ii). 20 mm dia |
| 99 | ii). 25 mm dia |
| 100 | ii). 40 mm dia |
| 101 | Providing and fixing G.I.Fullway valve in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 102 | i.15 mm dia |
| 103 | ii.20mm dia |
| 104 | iii. 25 mm dia |
| 105 | iv .40 mm dia |
| 106 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. |
| 107 | i. 15 mm dia |
| 108 | ii. 20mm dia |
| 109 | iii. 25 mm dia |
| 110 | iv. 40 mm dia |
| 111 | Clearingand washing of CI/ DI/PVC pipesearthcutting at intervel not less than 50m with the help of 30/40 mm dia PVC coil pipe having suitable brush at front end and making good the pipe with required specials including earth cutting and refilling complete as per derection of the Engineer in charge.(Coller, coupler, solvent cementPig lead if requird shall be supplyied by the department) |
| 112 | Charges for cutting C.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 113 | i. 80 mm dia |
| 114 | ii. 100 mm dia |
| 115 | iii. 125 mm dia |
| 116 | iv. 150 mm dia |
| 117 | v. 200 mm dia |
| 118 | Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 119 | ii. 100 mm dia |
| 120 | iv. 150 mm dia |
| 121 | Providing and fixing U.P.V.C. service saddle as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 122 | ii. 40 mm dia with 15 mm dia opening |
| 123 | iv. 50 mm dia with 15 mm dia opening |
| 124 | vii.90 mm dia with 15 mm dia opening |
| 125 | vii. 110 mm dia with 15 mm dia opening |
| 126 | vii. 140 mm dia with 15 mm dia opening |
| 127 | Supplying and filling in plinth under floor foundation etc with sand un( fine) from local quary with all lifts including spreading in horizontal layers watering grading to required slop ramming consolodating and compacting each lyer by using plate compctor of by any suitable method complete. |
| 128 | Repairing of leakage caused for demaged of lead jointfor CI/DI pipe CI specials in/c excavation of earth as required uoto 1.80 m depth cutting of bitumenus road/WBm Road( upto three or more layer or layer of 30 cm average depth) in/c Dewatering side protectionand making the same with existing materials etc complete in all respect as per direction of the engineer in charge( lead will be issued by the department at free of cost.) |
| 129 | i.90 mm dia Metre 3.40 |
| 130 | ii.110 mm dia Metre 4.50 |
| 131 | iv. 140 mm dia Metre 7.20 |
| 132 | Cutting bitumenous road 30 cm average depth & making good the same in/c supply of extra quantity of agreegate binding materials & bitumen required.a)Jhama agregate |
| 133 | Making road crossing by horizontal boringfor smooth laying of UPVC / CI / DI / GI pipes etc.of required dia complete as per specification and the direction of the Engineer-in-charge.B.by manual means |
AI Tender Summary
Tender Timeline
Sep 14, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedSep 28, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 28, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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