A ) Construction Of 3 No . Culverts And 02 No . Toe Walls For Approach To Tube Well Station At Suchetgarh B ) Laying And Fitting Of G . I . Pipes At Suchetgarh
Tender Value
13.04 Lakhs
Estimated cost
Bid Submission
20 Jul 2020
0 days left
EMD
13040
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
SUCHETGARH → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
A ) Construction Of 3 No . Culverts And 02 No . Toe Walls For Approach To Tube Well Station At Suchetgarh B ) Laying And Fitting Of G . I . Pipes At Suchetgarh
BOQ
| Name of Work:-A) Construction of 3 No. culverts and 02 No. Toe walls for approach to T/Well station at Suchetgarh B) Laying & fitting of G.I. pipes at Suchetgarh | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work excavation by manual means over areas ( exceeding 30cm and upto 1.5Mtr in depth, 1.5 Mtr. in width as well as 10 Sqm on Plan) incl. disposal of excavated earth upto 1 Mtr for cutting edge, disposed earth to be levelled and neatly dressed in : \n70% All kinds of soil | 79.92 | Cum | |
| 2 | 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level 1:4.8 (1 cement: 4 coarse sand 8 graded stone aggregate 40mm nominal size) crushed (20cm thick). | 13.32 | Cum | |
| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level 1:3:6 (1 cement 3: coarse sand : 6 graded stone aggregate of 20 mm nominal size) crushed | 88.23 | Cum | |
| 4 | 4 | Reinforced cement concrete work in beams. Suspended floors, roofs having slope upto 150 landings balconies shelves, chajjas, lintels, bands, plain window sills, stair-cases and spiral stair cases upto floor five level excluding the cost of centring shuttering finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) . | 7.05 | Cum | |
| 5 | 5 | Reinforcement for R.C.C. work including straightening cutting, bending, placing in position and binding all complete, Cold twisted bars | 800 | Kg | |
| 6 | 6 | Centring and shuttering including strutting, propping etc. and removal of form work for:- | |||
| 7 | 7 | a) Foundations footings, bases of columns etc. for mass concrete. | 260 | Sqm. | |
| 8 | 8 | b) Walls (any thickness) incl. attached pilasters, buttresses, plinth and sting courses etc. | 141 | Sqm | |
| 9 | 9 | c) Suspended floors, roofs, landings, balconies and access platform | 15 | Sqm | |
| 10 | 10 | d) Edges of slabs and breaks in floors and walls. (Under 20cms wide) | 36 | RM | |
| 11 | 11 | Carriage of Material by Mechanical Transport / Head load | |||
| 12 | 12 | Carriage of Sand for an average distance of 20 Kms by Mechanical transport from nearest source to road side of work and 100 mtrs by head load from road side to site of work including loading unloading and stacking. | 48.86 | Cum | |
| 13 | 13 | Carriage of Stone aggregate (Bajri) by mechanical transport for an average distance of 45 Kms by Mechanical transport from nearest source to road side of work and 100 mtrs by head load from road side to site of work including loading unloading and stacking. | |||
| 14 | 14 | a) Bajri Below 40mm | 85.74 | Cum | |
| 15 | 15 | b) Bajri Above 40mm | 11.98 | Cum | |
| 16 | 16 | Pipe work | |||
| 17 | 17 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1mtr from cutting edge, disposed earth is to be leveled and neatly dressed in: All kinds of soil.\n\n\n | 560 | Cum | |
| 18 | 18 | Laying & fitting of G.I. pipes complete with G.I. pipe fittings excl. trenching and refilling etc. (external work) | |||
| 19 | 19 | G.I. pipe 150mmØ | 6 | Meter | |
| 20 | 20 | G.I. pipe 100mmØ | 1000 | Meter | |
| 21 | 21 | G.I. pipe 80mmØ | 100 | Meter | |
| 22 | 22 | G.I. pipe 40mmØ | 250 | Meter | |
| 23 | 23 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. layers not exceeding 20cm in depth and lead upto 50 mtr and lift upto 1.5 mtr. | 504 | Cum | |
| 24 | 24 | Dismantling manually / mechanically including stacking of serviceable material and disposal of unserviceable material within 50 mtrs lead \nWater Bound Macadam | 880 | Sqm | |
| 25 | 25 | Taking out existing CC interlocking paver blocks from foot[ath/central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-charge | 150 | Sqm | |
| 26 | 26 | Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). | 150 | Sqm | |
| 27 | 27 | Providing and fixing C.I. sluice valves (with cap complete) with bolts, nuts, rubber insertions etc. (the tail piece if required will be paid separately. 100mm nominal bore | 4 | each | |
| 28 | 28 | Providing and fixing gun metal non-return valve of approved quality (Screwed end)\n80mmØ (Horizontal) | 1 | each | |
| 29 | 29 | Fabrication of joints including cutting of pipes (complete job) \n | |||
| 30 | 30 | G.I. pipe 150mmØ | 4 | No. | |
| 31 | 31 | G.I. pipe 100mmØ | 86 | No. | |
| 32 | 32 | G.I. pipe 80mmØ | 42 | No. | |
| 33 | 33 | G.I. pipe 40mmØ | 28 | No. | |
| 34 | 34 | Carriage of Departmental material i.e. G.I. pipes from stacking place to site of work av. Distance of 200 mtr by head load including loading, unloading and stacking complete. | 11.44 | M.T. |
AI Tender Summary
Tender Timeline
Jul 08, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 20, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 21, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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