Public Works Department-PWD has published Laying Of Clear Water Distribution Pipeline ( Di And Upvc ) Including Other Allied Works At Different Locations Of Sabroom Nagar Panchayat Area Under Ridf ( Tranche-Xxvi ) Funding During The Year 2020-21. Laying Of Clear Water Distribution Pip. Submission Date for this Tender is 25-03-2022. Pipe Laying Tenders in belonia Tripura. Bidders can get complete Tender details and download the document.
| 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 work a.In all kinds of soil 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 work a.In all kinds of soil ii.For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 5 | 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. |
| 6 | i) 100 mm dia Ductile Iron Class K-7 pipes |
| 7 | ii)150 mm dia Ductile Iron Class K-7 pipes |
| 8 | 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. |
| 9 | iii)200 mm dia Ductile Iron Class K-7 pipes |
| 10 | iv) 250 mm dia Ductile Iron Class K-7 pipes |
| 11 | Providing and fixing C.I. non-return valveofapproved quality as per CPWD specification and direction of the Engineer- in - charge. i) 250 mm nominal bore |
| 12 | 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 per CPWD specification and direction of the Engineer - in - charge. |
| 13 | i) 250 mm dia |
| 14 | ii) 200 mm dia |
| 15 | iii) 150 mm dia |
| 16 | iv) 100 mm dia |
| 17 | Charges for cutting D.I. pipe with steel saw by manual meansas per CPWD specification and direction of the Engineer - in - charge. |
| 18 | i) 250 mm dia |
| 19 | ii) 200 mm dia |
| 20 | iii) 150 mm dia |
| 21 | iv) 100 mm dia |
| 22 | 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 : 14182including testing of joints complete (but excluding the cost ofspecials 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) |
| 23 | i)110 mm OD |
| 24 | ii. 90 mm OD |
| 25 | Providing and fixingC.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge. A. PN - 1.6 |
| 26 | i) 80 mm dia |
| 27 | ii) 100 mm dia |
| 28 | iii) 150 mm dia |
| 29 | iv) 200 mm dia |
| 30 | v) 250 mm dia |
| 31 | Providing andfixing DI specials as perCPWD specification and direction of the Engineer - in - charge. |
| 32 | A. D.I. all socketted Bend 90 degree i)250 mm dia |
| 33 | A. D.I. all socketted Bend 90 degree ii)200 mm dia |
| 34 | A. D.I. all socketted Bend 90 degree iii)150 mm dia |
| 35 | A. D.I. all socketted Bend 90 degree iv)100 mm dia |
| 36 | B. D.I. all socketted Bend 45 degree i)250 mm dia |
| 37 | B. D.I. all socketted Bend 45 degree ii)200 mm dia |
| 38 | B. D.I. all socketted Bend 45 degree iii)150 mm dia |
| 39 | B. D.I. all socketted Bend 45 degree iv)100 mm dia |
| 40 | C. D.I. all socketted Bend 22.5 degree i)250 mm dia |
| 41 | C. D.I. all socketted Bend 22.5 degree ii)200 mm dia |
| 42 | C. D.I. all socketted Bend 22.5 degree iii)150 mm dia |
| 43 | C. D.I. all socketted Bend 22.5 degree iv)100 mm dia |
| 44 | D. D.I. all socketted Bend 11.25 degree i)250 mm dia |
| 45 | D. D.I. all socketted Bend 11.25 degree ii)200 mm dia |
| 46 | D. D.I. all socketted Bend 11.25 degree iii)150 mm dia |
| 47 | D. D.I. all socketted Bend 11.25 degree iv)100 mm dia |
| 48 | F.D.I. all socketted tee i)250x250x250mm dia |
| 49 | F.D.I. all socketted tee ii)250x250x200mm dia |
| 50 | F.D.I. all socketted tee iii)250x250x150mm dia |
| 51 | F.D.I. all socketted tee iv)250x250x100mm dia |
| 52 | F.D.I. all socketted tee v)200X200X200mm dia |
| 53 | F.D.I. all socketted tee vi)200X200X150mm dia |
| 54 | F.D.I. all socketted tee vii)200x200x100mm dia |
| 55 | F.D.I. all socketted tee viii)150X150X150mm dia |
| 56 | F.D.I. all socketted tee ix)150X150X100mm dia |
| 57 | F.D.I. all socketted tee x)100x100x100mm dia |
| 58 | J. D.I. Flanged Socketted tail piece i)250 mm dia |
| 59 | J. D.I. Flanged Socketted tail piece ii)200 mm dia |
| 60 | J. D.I. Flanged Socketted tail piece iii)150 mm dia |
| 61 | J. D.I. Flanged Socketted tail piece iv)100 mm dia |
| 62 | K. D.I. Flanged Spigotted tail piece i)250 mm dia |
| 63 | K. D.I. Flanged Spigotted tail piece ii)200 mm dia |
| 64 | K. D.I. Flanged Spigotted tail piece iii)150 mm dia |
| 65 | K. D.I. Flanged Spigotted tail piece iv)100 mm dia |
| 66 | D.I. Double Socketted tapper i)150 x 125/100 mm dia |
| 67 | D.I. Double Socketted tapper ii)200 x 150 mm dia |
| 68 | D.I. Double Socketted tapper iii) 250 x 150 mm dia |
| 69 | D.I. Double Socketted tapper iv)250 x 200 mm dia |
| 70 | D.I. Collar flanged socketted i)100 mm dia |
| 71 | J. D.I. Flanged Socketted tail piece ii)150 mm dia |
| 72 | J. D.I. Flanged Socketted tail piece iii)200 mm dia |
| 73 | J. D.I. Flanged Socketted tail piece iv)250 mm dia |
| 74 | Providing andfixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertionsetc. complete as perCPWD specification and direction of the Engineer-in-charge. (The tail pieces, tapers etc if required will be paid separately ). |
| 75 | i) 200 mm dia |
| 76 | ii) 250 mm dia |
| 77 | Providing andfixing CIDF Butterfly valvewith bolts, nuts, rubber insertionsetc. complete as perCPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tappers etc if required will be paid separately ) |
| 78 | i) 150 mm dia |
| 79 | ii) 200 mm dia |
| 80 | iii) 250 mm dia |
| 81 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cementconforming to IS : 14182 including testing of joints complete as perCPWD specification and direction of the Engineer - in - charge. |
| 82 | i) 90 mm dia |
| 83 | ii) 110 mm dia |
| 84 | Providing, fixing and laying flanged fabricated UPVC tailpiecewith MS flange ( 8 mm thick ) conforming to IS :10124 ( Part 6 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 85 | i) 90 mm dia |
| 86 | ii) 110 mm dia |
| 87 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 88 | i) 90 x 90 mm dia |
| 89 | ii) 110 x 110 mm dia |
| 90 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 110 x 90 mm dia |
| 91 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 92 | i) 90 mm dia |
| 93 | ii) 110 mm dia |
| 94 | 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. B. By manual means |
| 95 | 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 pr CPWD specification and direction of the Engineer-in-charge. |
| 96 | i) 250 mm dia |
| 97 | ii) 200 mm dia |
| 98 | iii) 150 mm dia |
| 99 | iv) 100 mm dia |
| 100 | Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS : 1538 as per CPWD specification and direction of the Engineer - in - charge. i) Upto 300 mm dia. |
| 101 | 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. All kinds of Soil. |
| 102 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. A) All kinds of soil For Sluice valve Chamber purpose |
| 103 | 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. |
| 104 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -A) All work upto plinth level: i) 1:5:10 ( 1 Cement: 5 fine sand : 10 graded well burnt brick aggregate 40 mm nominal size) |
| 105 | Providing and laying in positionspecified grade of reinforced cement concrete excluding the cost of centring and shuttering, finishing & reinforcement - |
| 106 | All work upto plinth level: i) 1: 2: 4( 1 Cement: 2 fine sand: 4graded well burnt brick aggregate 20 mm nominal size) |
| 107 | All work upto plinth level: ii).1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 108 | First class brick work in foundation and plinth including cost of all materials as required complete:- i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 109 | 12 mm cement plaster of mix i) Cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 110 | Neat cement punning |
| 111 | Providing structural steel work in single section fixed withorwithout connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 112 | Reinforcement for RCC works including straightening, cutting, bending, placing in position and binding all complete upto plinth level. i)Thermo -mechanically treated bars of grade Fe-500D or more |
| 113 | 6 mm cement plaster of mix : Cement mortar 1:4 (1 cement : 4 fine sand) |
| 114 | Centering shuttering including struttings, propping etc. and removal of form work for: i) coloumn, pillars, piers, abutments, posts, and struts with wooden plank. |
| 115 | Centering shuttering including struttings, propping etc. and removal of form work for: i) Foundations, footings, bases for columns. |
| 116 | Loading of SCI/CI/DI pipes, valves, specials & fittings etc. by manual means including a lead upto 30m |
| 117 | Unloading of SCI/CI/DI pipes, valves, specials & fittings etc. by manual means including a lead upto 50m |
| 118 | Haulage of materials by mechanical means excluding loading & unloading i) Surfaced Road |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
