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Tender For Maintenance Of Village (Repair Of Damaged Road, M.S. Jaal, Drains And Other Misc. Work In Village Chhajarsi), Noida, noida-Uttar Pradesh

New Okhla Industrial Development Authority-NOIDA has published Tender For Maintenance Of Village (Repair Of Damaged Road, M.S. Jaal, Drains And Other Misc. Work In Village Chhajarsi), Noida. Submission Date for this Tender is 11-01-2024. Road Work Tenders in noida Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

41369162
Tender For Maintenance Of Village (Repair Of Damaged Road, M.S. Jaal, Drains And Other Misc. Work In Village Chhajarsi), Noida
Open Tender
Indian
Uttar Pradesh
noida
11-01-2024

Tender Details

Tender For Maintenance Of Village ( Repair Of Damaged Road, M.S. Jaal, Drains And Other Misc. Work In Village Chhajarsi ) , Noida

Key Value

Document Fees
INR 5310 /-
EMD
INR 294000.0 /-
Tender Value
INR 1.24 Crore /-

BOQ Items

Name of Work: M/o Village (Repair of Damaged road, M.S. Jaal, Drains and Other Misc. Work in Village Chhajarsi), Noida
Sl. No. Item Description
1Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge
2Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
3Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable per direction of Engineer - in- charge.
4Excavation in foundation in ordinary soil (Loam,clay orsand) including lift upto 1.50 M and lead upto 30 M . And including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in -charge upto a distance of 30 M from the foundation trenches (Where machine can not reach\move.For building work only
5Cement Concrete with 4 cm gauge approved stone ballast ,coarse sand & cement in theproportion of 8:4:1 including supply of all materials, labour, tools & plants etc. Required for proper completion of the work.
6M-150 Brick Work in 1:4one cementfour coarse sand of 2.20F M Mortar in foundation and plinth including supply of all materials, labour and T&P eyc. Requaried for proper completion of work.
7Providing and laying cement concrete in retaining walls, return walls, walls (anythickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
812 mm cement plaster of mix : 1:4 (1 Cement : 4 Coarse sand)
9Neat Cement Punning
10Providing 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 40 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. 16.43.1 Cement concrete prepared with batch mixing machine .16.43.1\NOIDA AOR
11Providing and laying in position bitumen hot sealing compound for expansion joints etc. 16.46.1 Using grade "A" sealing compound.
12Providing 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.(Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately).All works upto plinth level
13Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns
14Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc
15Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.
16Steel reinforcement for R.C.C.work in including straightening cutting bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
17Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge
18Steel 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, ladder, railings, brackets, gates and similar works
19Cement Concrete with 2 cm gauge approved stone ballast ,coarse sand & cement in theproportion of 4:2:1 including supply of all materials, labour, tools & plants etc. Required for proper completion of the work.
20Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).Overhead informatory road signage.
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