Tender For Construction Of Washing Ramp For Mt Of 25 Assam Rifles At Jalukie (Nagaland)
Tender Value
Ref. Documents
Estimated cost
Bid Submission
19 Aug 2024
0 days left
EMD
63400
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jalukie → Nagaland
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Washing Ramp For Mt Of 25 Assam Rifles At Jalukie (Nagaland)
BOQ
| Sl. No. | Item Description |
| 1 | SCHEDULE ‘A’ PART - I (Construction of Washing Ramp) |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed in all kinds of soil. |
| 3 | Excavation work 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 soils as directed, within a lead of 50 m in all kind of soil. |
| 4 | Providing and laying in position cement concrete ofgrade 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). |
| 5 | Providing and laying Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 6 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). |
| 7 | Providing and laying Reinforced Cement Concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, columns, pillars piers, posts and struts etc. excluding cost of centering, shuttering, finishing and reinforcement. |
| 8 | Providing and laying Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for edges of slabs of Ramp under 20 Cm wide. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Slab. |
| 11 | Supply and fixing Steel reinforcement TMT bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. |
| 12 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 (1 cement: 3 fine sand). |
| 13 | Supplying, stacking, laying, spreading and compacting stone aggregate of 63 mm to 45 mm size to WBM specifications in uniform thickness, hand picking, watering and compacting to the required density. |
| 14 | Providing and laying Cement concrete pavement with grade 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete. |
| 15 | Neat Cement Punning over PCC surface. |
| 16 | SCHEDULE ‘A’ PART - II (Construction of Pump House):- Construction of Pump House with RCC Roof frame structure and full brick wall, PCC flooring, Plinth protection with drain all as shown in drawing of NIT (Drawing No. 6 SECT/ ENGR/43, Sheet No. 1/2 and 2/2) and as per direction of Engineer - in - Charge . |
| 17 | SCHEDULE ‘A’ PART - III (Construction of Drain) : - Excavation work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m in all kinds of soil. |
| 18 | Providing and laying in position cement concrete ofgrade 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering. |
| 19 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in in Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 20 | 15 mm cement plaster on the rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:4. |
| 21 | SCHEDULE ‘A’ PART - IV (Water Storage Tank and Allied works):- Excavation work 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 soils as directed, within a lead of 50 m in all kinds of soil. |
| 22 | Providing and laying in position cement concrete ofgrade 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size), all work upto plinth level. |
| 23 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 24 | Supplying, stacking at site and Laying, spreading and compacting 63 mm to 45 mm size stone aggregate to sub base in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 25 | Providing and layingin position cement concrete of 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level. |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations. |
| 27 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 28 | Providing and fixing G.I. pipes 50 mm dia complete with G.I. fittings including trenching and refilling etc. |
| 29 | Providing and fixing G.I. pipes 25 mm dia complete with G.I. fittings including trenching and refilling etc. |
| 30 | Providing and fixing 50 mm dia gun metal gate valve with C.I. wheel of approved quality (screwed end). |
| 31 | Providing and fixing 25 mm dia gun metal gate valve with C.I. wheel of approved quality (screwed end). |
| 32 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade up 35 Sqmm size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required |
| 33 | Supply, installation testing and commissioning Heavy Duty Double Cylinder Double Gun Car Washer Pump set with electric motor 3 HP, 1440 RPM, Double gun optional, Pressure (lbs.psi)-450 to 500. Pressure for double gun -225 to 250 per Gun, Pump Should be 300 to 320 RPM, Robust design, Long working life, High functionality (Make -Kirlosar/ Cropton/ CRI/ Himalaya Agro Pumps etc). |
| 34 | Supply and fixing of pressure pipe for Car Washer Pump (Heavy Duty) |
| 35 | Supply and fixing of pressure nozzlefor Car Washer Pump. |
| 36 | Supply installation, testing and commissioning of LT panel cubical type factory made powder coated, mounted on angle iron frame of size 50x50x6 mm (thick) of size 1.0m x 0.6m x 0.60 m with proper locking arrangement comprising ofthe following:-(a) MCCB 100 Amp, 415 V, 10 KA, 4 pole adjustable type (incoming) – 01 No (b) RCCB four pole 100 Amp having sensitivity current upto 300 milliamperes - 01 No(c) Starter (DOL) suitable for 5 HP 3 phase for Car Washer Pump-02 Nos (d) Ammeter digital type with selector switches – 01 set(e) Voltmeter digital type with selector switches– 01 set(e) LED type indicator lamp etc(set of 03)– 01 set |
AI Tender Summary
Tender Timeline
Jul 29, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedAug 19, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 20, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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