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Development Of Front Area Parking By Way Of Laying Interlocking Paver Blocks And Other Allied Works At Front Gate Of Iit Jammu . , Jammu-Jammu And Kashmir

Public Works Department-PWD has published Development Of Front Area Parking By Way Of Laying Interlocking Paver Blocks And Other Allied Works At Front Gate Of Iit Jammu . . Submission Date for this Tender is 04-06-2020. Shed Construction Tenders in Jammu Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

24427023
Development Of Front Area Parking By Way Of Laying Interlocking Paver Blocks And Other Allied Works At Front Gate Of Iit Jammu .
Open Tender
Indian
Jammu And Kashmir
Jammu
04-06-2020

Tender Details

Development Of Front Area Parking By Way Of Laying Interlocking Paver Blocks And Other Allied Works At Front Gate Of Iit Jammu .

Key Value

Document Fees
INR 600 /-
EMD
INR 171760.0 /-
Tender Value
INR 85.88 Lakhs /-

BOQ Items

Name of Work:- Development of Front Area Parking by way of laying interlocking paver blocks and other allied works at Front Gate of IIT Jammu.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Providing and laying design mix cement concrete in roads, taxi tracks and runways having a minimum works test beam flexural strength of 30 kg per sqm at 28 days using not less than 340 Kg of cement per cum of finished concrete, coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per specified design criteria approved by Engineer-incharge mechanically vibrated using needle and surface vibrators including steel form work with sturdy M.S. channel sections including curing and providing and filling construction joints and d~mmy joints with. approved joint filler and primer including rounding of the edges and filling the grooves 10 x 25mm deep at top for construction joints and 10mm x 50mm deep at top for dummy joints with joint sealing compound (conforming to grade B of IS: 1834) including making necessary arrangements for expansion joints etc. all complete Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer. 165 Cum
2 2 Extra for providing and mixing hardening compound of approved quality as per manfuacturer's specification in cement concrete. 165 Cum
3 3 Providing and laying in position cement concrete of specified grade 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) excluding the cost of centering and shuttering. All work upto plinth level. 307 Cum
4 4 Providing and laying in position pre-cast drain blocks M-30 excluding cost of form work all work upto plinth level. 450 Rmt
5 5 Providing and laying in position of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement. All work upto plinth level. 124 Cum
6 6 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (precast C.C. kerb stone shall be approved by Engineer-in-charge). 38 Cum
7 7 Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge 1500 Sqm
8 8 Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete TMT bars. 24675 Kg
9 9 Centering and shuttering including strutting, propping etc. and removal of form work for
10 9.01 Foundations, footings, bases of columns. 1020 Sqm
11 10 12mm cement plaster of mix 1:4 (1 cement : 4 coarse sand) over concrete on rough side. 648 Sqm
12 11 Steel work welded in built-up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladders, railings, brackets, gates and similar work. 9866 Kg
13 12 Constructing brick masonry circular manhole 1.52m internal dia at bottom and 0.56m dia at top in cement mortar: 1:4 ( 1 cement: 4 coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 2.30m deep with SFRC Cover and frame (heavy duty, HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. ( Excavation , foot rests and 12mm thick cement plaster at the external surface shall be paid for separately.) With F.P.S. bricks with class designation 75 & with (a) Crushed stone aggregate 4 No
14 13 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacture, over the plastered wall surface to prepare the surface even and smooth complete 468 Sqm
15 14 Finishing walls with textured exterior paint of required shade on New work (two or more coats applied @ 3.28 litre/10sqm over and including base coat of water proofing cement paint applied@ 2.20kg/10sqm) 468 Sqm
16 15 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete
17 15.01 600mm dia RCC pipes 80 Rmt
18 15.02 150mm dia RCC pipes 60 Rmt
19 16 Carriage of material by mechancal transport including loading / unloading and stacking at site of work complete
20 16.01 Stone aggregate below 40mm nominal size and Sand (Av. Lead 15.00kms) 802 Cum
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