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Maintenance Of Road ( Construction Rcc Central Verge And Footpath Zonal Road No-8 From Spice Xing To Mp-2 Road ) Noida, Noida-Uttar Pradesh

New Okhla Industrial Development Authority-NOIDA has published Maintenance Of Road ( Construction Rcc Central Verge And Footpath Zonal Road No-8 From Spice Xing To Mp-2 Road ) Noida. Submission Date for this Tender is 09-12-2020. Building Work Tenders in Noida Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

26108799
Maintenance Of Road ( Construction Rcc Central Verge And Footpath Zonal Road No-8 From Spice Xing To Mp-2 Road ) Noida
Open Tender
Indian
Uttar Pradesh
Noida
09-12-2020

Tender Details

Maintenance Of Road ( Construction Rcc Central Verge And Footpath Zonal Road No-8 From Spice Xing To Mp-2 Road ) Noida

Key Value

Document Fees
INR 5310 /-
EMD
INR 510000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: M/o Road (C/o RCC Central verge & Footpath Zonal Road No-8 from Spice xing to MP-2 road) Noida
Sl. No. Item Description Item Code / Make Quantity Units
1 1 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 Engineer-in-Charge. (DSR 2016 I.No. 16.82 BI01010001010000000000000515BI0100001112 880 Rmt
2 2 Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within50metres lead as per direction of Engineer-in-charge : Bituminous road. DSR 18/15.43.2 372 Sqm
3 3 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) DSR 18/I.No. 15.2.1/P-248 10 Cum
4 4 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exccding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. : All kinds of soil. (C.R.) The Contractor has to detect Different utilities like sewer line, water Supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge(CR) 1348 Cum
5 5 Providing 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 direction of the Engineer - in - charge. Note : (1) Excess/less cement used than specified in this item is payable / recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC. All works upto plinth level :M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 306 Cum
6 6 Demolishing 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. In cement mortar. DSR 18/I.No. 15.7.4 87 Cum
7 7 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. (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 1040 Cum
8 8 Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 18/I.No.5.9.2 6680 Sqm
9 9 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars. DSR 18/I.No. 5.22.3/P-99 54413 Kg
10 10 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 18/I.No. 13.80/P-\n 2704 Sqm
11 11 Painting 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. 2704 Sqm
12 12 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth : consolidating each deposited layer by ramming and watering lead up to 50 m and lift up to 1.5 M. (AOR) 450 Cum
13 13 Earth work in embankment in ordinary soil embankment to be in 20cm. layers breaking clods, watering rolling each layers with 0.5 tonne roller or wooden/steel rammer and rolling every third or top most layer with power roller of minimum 8 tonne roller including ramming dressing the surface to required level and slope including all lift and all lead(earth shall be brought from place which is beyond Noida area) including carriage of earth by mechanical transportation and all T & P labour etc. required for proper completion of work (earth shall be arranged by the contractor at his own cost.(CR) 756 Cum
14 14 Providing 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). DSR-18/ I.No: 16.75 152 Cum
15 15 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by 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. . DSR-18/I.No-15.60 469 Cum
16 16 Providing & Laying in position cement concrete of specefied grade excluding the cost of centring and shuttering - All work upto plinth level -1:2:4 (1cement : 2 C-sand : 4 graded stone agg. 20MM N.S.) (DSR 18 I.No. 4.1.3 P-85) 75 Cum
17 17 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x450x50 mm, reinforced with 8 mm dia four no longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. 160 Nos
18 18 Providing and fixing post delineators made of ABS round body fitted with 2 nos. 100mm dia high reflective reflectors and mounted on MS pipe of 65mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.DSR 18/I.No. 16.65 120 no
19 19 Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 +/-5 degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. 500 each
20 20 Manufacturing, 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-D-4956-01 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-in charge .(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 61 Sqm
21 21 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: 7780 Kg
22 22 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 18 I.No. 6.1.1 P-109) 60 Cum
23 23 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) (DSR-18/I-13.4.1 283 Sqm
24 24 Neat cement punning. (DSR-18/I-13.18) 283 Sqm
25 25 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 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). 34 Cum
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