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Bio-Mining And Bio-Remediation Of Legacy Waste At Slf Okhla. Providing And Laying Of C.C Pavement For Approach Road Of New And Existing Weighbridge At Slf, Okhla.-Delhi

Municipal Corporation-MC has published Bio-Mining And Bio-Remediation Of Legacy Waste At Slf Okhla. Providing And Laying Of C.C Pavement For Approach Road Of New And Existing Weighbridge At Slf, Okhla.. Submission Date for this Tender is 06-01-2022. Road Work Tenders in Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

30535512
Bio-Mining And Bio-Remediation Of Legacy Waste At Slf Okhla. Providing And Laying Of C.C Pavement For Approach Road Of New And Existing Weighbridge At Slf, Okhla.
Open Tender
Indian
Delhi
06-01-2022

Tender Details

Bio-Mining And Bio-Remediation Of Legacy Waste At Slf Okhla. Providing And Laying Of C.C Pavement For Approach Road Of New And Existing Weighbridge At Slf, Okhla.

Key Value

Document Fees
INR 1500 /-
EMD
INR 694020.0 /-
Tender Value
INR 2.31 Crore /-

BOQ Items

Name of Work: Bio-mining and Bio-remediation of legacy waste at SLF Okhla. SH:- Providing and Laying of C.C Pavement for approach road of new and existing weighbridge at SLF, Okhla.
Sl. No. Item Description
1Laying and Jointing PVC Pipe. Heading
2Providing and laying in position ready mixed plain cement concrete, using fly ash and 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 finishing, 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 directions of Engineer-in-Charge. All works upto plinth level : M-15 grade plain cement concrete (cement content considered @ 240 kg/cum)
3Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting, mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately) Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately : Cement concrete manufactured in automatic batching plant (RMC plant) i/c Transportation to site in transit mixer.
4Providing and fixing in position pre-moulded joint filler in expansion joints.
5Providing and laying 75mm thick compacted bed of dry brick aggregate of 40mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand including finishing smooth etc. complete as per direction of Engineer-in-charge.
6Providing and placing precast RCC barrier 3.0 m long, 0.60 m at base, 0.15 m at top and 0.83 m high as per drawings and as directed by Engineer-in-Charge with M-25 grade machine batched, machine mixed and machine vibrated design mix cement concrete by using 410 kg of cement per cum of concrete including centering shuttering, reinforcement and 6 mm cement plaster to the exposed surface complete and painting with road marking paint in required color over a printing coat with cement primer.
7Providing and fixing Mild Steel dowel bars of required dia and length as per design/direction of Engineer-in-charge over a cradle made of mild steel or medium tensile steel including cost of sleeve /plastic sheath on one end; providing a packing of compressible material like foam etc. in the closing end of the sleeve to allow the free movement of dowel bar complete as per direction of Engineer-in-Charge. (Payment to be made only for dowl bars)
8Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10sqm on plan including disposal of excavated earth up to 50m and lift up to 1.5m, disposed soil to be levelled and neatly dressed : All kinds of soil.
9Painting with Synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
10Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 to 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).
111:4:8 (1 cement: 4 manufactured sand derived from RCA: 8 graded stone aggregate 40 mm nominal size) recycled aggregrate(RA).
12Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes.
13Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia RCC pipes.
14Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
15Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).
16Centering and shuttering including strutting, propping etc. and removal of form for : Foundation, footing, bases of columns etc.for mass concrete.
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