Public Works Department-PWD has published Providing Crash Barrier With Iron Grills On Ring Road From Hanuman Setu To Monastery Market Under Sub Division-3 Of Division C And Nd-Roads , New Delhi . . Submission Date for this Tender is 27-10-2020. Traffic Barrier Tenders in Ring Road from Hanuman Setu to Monastery Market Delhi. Bidders can get complete Tender details and download the document.
Name of Work :- Providing crash barrier with iron grills on Ring Road from Hanuman Setu to Monastery Market under Sub Division-3 of Division C & ND - Roads, New Delhi. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | 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. | |||
2 | 1.01 | All kinds of soil | 315 | Cum | |
3 | 1.02 | 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. | 42 | Cum | |
4 | 2 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and inishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.\nNote : 1) Excess/less cement used than specified in this item is payable / recoverable separately. | |||
5 | 2.01 | All works upto plinth level :\n\nM-10 grade plain cement concrete (cement content considere @ 220 kg/cum) | 105 | Cum | |
6 | 3 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : | |||
7 | 3.01 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc | 4620 | Sqm | |
8 | 3.02 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level\n\n\nThermo-Mechanically Treated bars of grade Fe-500D or more.\n | 31822 | Kg | |
9 | 3.03 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.\n(Note :- Cement content considered in this item is @ 330 kg/cum. Excess / less cement used as per design mix is payable / recoverable separately)\n\nAll works upto plinth level\n | 599 | Cum | |
10 | 4 | 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 | 3740 | Kg. | |
11 | 5 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : | |||
12 | 5.1 | Water thinnable cement primer | 3780 | Sqm | |
13 | 5.2 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :\n\nTwo or more coats on new work \n | 2340 | Sqm | |
14 | 6 | Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | 9600 | Kg | |
15 | 7 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by GPS fitted mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (Payment will be made on production of MCD original receipt for payment of MCD dumping ground Tax. MCD dumping ground Tax shall be reimbursed separately on production of original receipt.) | 273 | Cum | |
16 | 8 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar 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 Engineerin-Charge. | 2100 | mtr. | |
17 | 9 | Laying at or near ground level old kerb stones of all types 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 joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) | 1100 | mtr. | |
18 | 10 | Re-fixing of old M.S. Grill / Railing i/c cutting hoisting & fixing complete as per direction of Engineer-in-Charge. | 9600 | Kg. | |
19 | 11 | Add Cost Index @ 16.67% | 1 | Each | |
20 | 12 | Minus 9.50% as per Delhi Govt. Order | 1 | Each | |
21 | 13 | Providing and Fixing of Flexible Median Markers which shall be made of combination of tough, high impact resistant molded thermoplastic body along with florescent yellow color retro-reflective type XI sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Type XI Florescent Yellow sheeting as per IRC 67 2012 and ASTM D4956-11. The flexible median marker shall have overall height of minimum 180 mm, body thickness of minimum 2mm and shank depth of minimum 30mm. The retro-reflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. | |||
22 | 13.1 | The logo of the manufacturer shall be embossed on either side of the body. The plastics used for the molding the flexible median marker shall have a minimum notched Izod Impact strength value of 4.11J/cm (@thickness 3.17mm) at room temperature, tested in accordance with ASTM D256. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. The product shall be povided with 3 year outdoor weathering report as per ASTM & IRC Standards & 10 year warranty confirmation as per IRC 67:2012 standards for the reflective sheeting used in product. The product shall have accredition with IRC. | 800 | Nos. |
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