Retro Of Swtp Sh Upgrad Of Swtp At Jatanbari, Jatanbari Vc Under Karbook R.D Block Of Dws Sub-Division, Karbook By Swtp Maintenance, Extension Of Pipeline During The Year 2020-21. Retro Of Swtp Sh Upgrad Of Swtp At Jatanbari, Jatanbari Vc Under Karb
Tender Value
41.49 Lakhs
Estimated cost
Bid Submission
03 Dec 2021
0 days left
EMD
41495
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
KARBOOK → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retro Of Swtp Sh Upgrad Of Swtp At Jatanbari, Jatanbari Vc Under Karbook R.D Block Of Dws Sub-Division, Karbook By Swtp Maintenance, Extension Of Pipeline During The Year 2020-21. Retro Of Swtp Sh Upgrad Of Swtp At Jatanbari, Jatanbari Vc Under Karbook R.D Block Of Dws Sub-Division, Karbook By Swtp Maintenance, Extension Of Pipeline During The Year 2020-21.
BOQ
| Sl. No. | Item Description |
| 1 | Excavating trenches of required width for pipes,cables, etc. including excavation for sockets, dressing of sides where required, rammingof bottoms, depth up to 1500 mm (slope-1 in 200) including getting out the excavated soil and bacfilling 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 Er-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 | Providing, fixing and laying rigid UPVC pipes cinforming to IS: 4985 jointing with couplers, of same class conforming to IS: 10124 Pt- II ) solvent cement conforming to IS: 14182 including testing of joints complete( but excluding thecost of specials like bends, tees, etc which will paid separately) as per CPWD specification and direction of the Engineer-in charge.....A) Class-3( Working pressure 6.0kg/cm2 ). |
| 5 | i) 90 mm dia |
| 6 | ii) 110 mm dia. |
| 7 | iii) 140 mm dia |
| 8 | Providing and laying of flexible PVC pipeconforming to IS: 7634 ) complete as per specification and direction of the including testing of joints complete as per CPWD specification and direction of the Engineer-in charge(cost of earth work and fittings will be paid separately). |
| 9 | i) 15 mm dia |
| 10 | ii) 25 mm dia |
| 11 | 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 Engg-in charge. |
| 12 | i) 90 mm dia |
| 13 | i) 110 mm dia |
| 14 | i) 140 mm dia |
| 15 | 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 Engg-in charge. |
| 16 | i) 90 mm dia |
| 17 | i) 110 mm dia |
| 18 | i) 140 mm dia |
| 19 | 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 perCPWD specification and direction of the Engg-in charge. |
| 20 | i) 90 mm dia |
| 21 | i) 110 mm dia |
| 22 | i) 140 mm dia |
| 23 | 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 Engg-in-charge. |
| 24 | i) 90 x 90 mm dia |
| 25 | i) 110 x 110 mm dia |
| 26 | i) 140 x 140 mm dia |
| 27 | 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 Engg-in charge. |
| 28 | i) 110 x 90 mm dia |
| 29 | i) 140 x 110 mm dia |
| 30 | i) 160 x 140 mm dia |
| 31 | Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8mm thiak) 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 Engg-in-charge.. |
| 32 | i) 90 mm dia |
| 33 | i) 110 mm dia |
| 34 | i) 140 mm dia |
| 35 | Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. i) By manual meansnt mortar 1:4 ( 1 cement : 4 fine sand ). |
| 36 | Providing and fixing G.I. pipes of medium class as per IS: 1239 with latest amendment complete with G.I. fittings and clamps including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge.A) External work(i ) 40 mm dia. nominal bore |
| 37 | Providing and fixing brass ferrule with CI cover conforming to IS: 2692 in/c boring and tapping the main as per CPWD specification and direction of the Er-in-charge. i) 15 mmnominal bore |
| 38 | Providing and fitting fixing PVC/plastic bib cock conforming to IS:9763 in hydrants points at different locations as per CPWD specification and direction of the Er-in-charge. i) 15 mmdia plastic bib cock. |
| 39 | Providing and fitting fixing G.I. Nipple as per CPWD specification and direction of the Er-in-charge. i) 15 mm dia 75mm long. |
| 40 | Providing and fitting fixing G.I. bend/elbow in the pipe line incliding testing of joints complete as per CPWD specification and direction of the Er-in-charge. i) 15 mm dia. |
| 41 | Providing and fitting fixing G.I. socket as per CPWD specification and direction of the Er-in-charge.i) 15 mm dia. |
| 42 | Providing and fitting fixing G.I. union as per CPWD specification and direction of the Er-in-charge. |
| 43 | i) 15 mm dia. |
| 44 | i) 32 mm dia. |
| 45 | Charges for repairing of leakage in UPVC / HDPE pipe linewith 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-incharge. |
| 46 | i) 90 mm dia |
| 47 | i) 110 mm dia |
| 48 | i) 140 mm dia |
| 49 | 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 Engg in-charge. |
| 50 | i) 100 mm dia (PN- 1.0) |
| 51 | ii) 125 mm dia (PN- 1.0) |
| 52 | iii) 150 mm dia (PN- 1.0) |
| 53 | iv) 200 mm dia (PN- 1.0) |
| 54 | v) 250 mm dia (PN- 1.0) |
| 55 | vi) 300 mm dia (PN- 1.0) |
| 56 | Providing and fixing C.I.non-return valve of approed quality as perCPWDspecification and direction of the Engineer-in-charge. i)250 mm nominal bore |
| 57 | i)300 mm nominal bore |
| 58 | Constructing masonry Chamber 120 x 120 x 100 cm, inside with 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 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 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. |
| 59 | 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 and direction of the Engineer.-in charge. |
| 60 | i) 90 mm dia |
| 61 | i) 110 mm dia |
| 62 | i) 140 mm dia |
| 63 | Clearing of deposited iron inside of laid PVC pipe line ( 90/110/140 mm dia ) in/c. excavating trenches for 100 mtr laid pipeline of required width and depth after 20 mtr distance and 3 mtr. long in every 100 mtr. clearing through UPVC coil pipe and laying the same with necessary coupler and solvent cement ( solvent cement, coupler etc. will be issued by theDepartment at free of cost). |
| 64 | Clearing of deposited iron inside of laying of C.I. pipe line in different dia( 80 / 100/125/150 mm dia. ) and dismantaling old C.I. pipe in/c trenching, refilling etc. for 100 mtr.Lead pipe line of required width and depth cutting earth in 25 mtr distance and 12.00 mtr long in each i.e. 36 mtr trenches cutting for every 100 mtr pipe iron through UPVC coil pipe after clearing, washing, laying the same with rubber gasket, pipe lead joints as per direction of the Engineer-in-charge 9 pig lead will be issued by the dept. at free of cost and rubber gasket and T & P will be arrange by the agency). |
| 65 | 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 kind of soils. |
| 66 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.-All kind of soil |
| 67 | 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. |
| 68 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -i) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) |
| 69 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 70 | Centering shuttering including struttings, propping etc. and removal of form work for:A. with 1st class bricks |
| 71 | i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 72 | ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 73 | iii) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 74 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- A)1:2:4( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 75 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. i) Thermo-Mechanically Treated bars/Cold twisted deformed steel bars |
| 76 | 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 ). |
| 77 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete: i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 78 | Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete. |
| 79 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 80 | Providing and fixing M.S. round holding down bolts with nutsand washer complete as per standard design. |
| 81 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete. i. 40 mm thick |
| 82 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.i . 0.63mm thick with zinc coating not less than 275gm/m2 |
| 83 | Steel work in built up tubular(round, square or rectangular hollow tubes ettc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.(i) Hot finished welded type (40 mm dia) |
| 84 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.-Fixed to steel windows by welding. |
| 85 | 12 mm cement plaster of mix. (i). Cement mortar 1:4(1 cement:4 fine sand) |
| 86 | Neat cement punning. |
| 87 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.84 kg/10 sqm) complete. |
| 88 | Painting with synthetic enamel paint ( two or more coats )of required colour of approved brand and manufacture of new work to give an even shade. |
AI Tender Summary
Tender Timeline
Nov 18, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedDec 03, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 03, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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