Tender For Construction Of 2 Nos. Cwr (10,000 Gallon) From Existing Scheme At Kacharicherra Para Under Kacharicherra Vc, Dr. Dualpara Under Thumsaraipara Vc Of Damcherra Rd Block Under Dws Sub-Division Damcherr
Tender Value
16.02 Lakhs
Estimated cost
Bid Submission
14 Dec 2022
0 days left
EMD
32043
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
damcherra → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of 2 Nos. Cwr ( 10, 000 Gallon ) From Existing Scheme At Kacharicherra Para Under Kacharicherra Vc, Dr. Dualpara Under Thumsaraipara Vc Of Damcherra Rd Block Under Dws Sub-Division Damcherr
BOQ
| Sl. No. | Item Description |
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside theperiphery of the area cleared. |
| 2 | 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.-All kinds of soil |
| 3 | 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 |
| 4 | 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. |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.\"-All kinds of soil |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 4.1.6)1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt stone aggregate 40 mm nominal size |
| 7 | First class brick work in foundation and plinth including cost of all materials as required complete6.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 8 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:5.1.1)1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 9 | Reinforced cement concrete work in walls (anythickness), 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-5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 11 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centerin.g, shuttering, finishing andreinforcement- 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 12 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 13 | 5.8.1.2)Foundations, footings, bases for columns etc. for mass concrete with steel formwork |
| 14 | 5.8.3)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 15 | 5.8.5.2)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 16 | 5.8.9) Domes upto 6m span |
| 17 | a) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 18 | 6 mm cement plaster in single layer finished with a floating coat of neat cement, curing and a thick coat of lime wash on top when dry on wall bearings for RCC slabs and beams complete.i) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 19 | Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 20 | Finishing walls with acrylic smooth exterior paint ofrequired shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.30.1) New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm |
| 21 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:Two or more coats on new work |
| 22 | Providing and fixing G.I. pipes medim 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.A). External worki) 100 mm dia. Nominal bore |
| 23 | 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. |
| 24 | ix) 100 mm dia. |
| 25 | xi). 150 mm dia |
| 26 | Providing & fitting fixing of MS flange ( 8 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.ii). 100 mm dia |
| 27 | 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. |
| 28 | v). 150 mm dia.A)PN - 1.6 |
| 29 | vi). 100 mm dia.A) PN-1.6 |
| 30 | 12 mm cement plaster of mix :- In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) sqm |
| 31 | Neat cement punning. |
| 32 | Extra for providing and mixing water proofingmaterial in cement concrete work in doses by weight of cement as per manufacturer\"s specification |
| 33 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 find : 6 graded well burnt brick aggregate 200 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 34 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-6.10.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
AI Tender Summary
Tender Timeline
Nov 25, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedDec 14, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 14, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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