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Annual Repair And Maintenance Of To Various Roads Under Pwd Division South West Road-I During 2020-21 . Sh- Day To Day Maintenance Of Various Roads Under Sub Division-I ., New Delhi-Delhi

Public Works Department-PWD has published Annual Repair And Maintenance Of To Various Roads Under Pwd Division South West Road-I During 2020-21 . Sh- Day To Day Maintenance Of Various Roads Under Sub Division-I .. Submission Date for this Tender is 16-07-2020. Road Work Tenders in New Delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

24842042
Annual Repair And Maintenance Of To Various Roads Under Pwd Division South West Road-I During 2020-21 . Sh- Day To Day Maintenance Of Various Roads Under Sub Division-I .
Open Tender
Indian
Delhi
New Delhi
16-07-2020

Tender Details

annual repair and maintenance of To Various Roads Under Pwd Division South West Road-I During 2020-21 . Sh- Day To Day Maintenance Of Various Roads Under Sub Division-I .

Key Value

Document Fees
Refer document
EMD
INR 75473.0 /-
Tender Value
INR 37.73 Lakhs /-

BOQ Items

Name of Work: A/R & M/o to Various Roads Under PWD Division South West Road-I during 2020-21. SH: Day to Day Maintenance of Various Roads Under Sub Division-I.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.\nAll kinds of soil\n 50 cum
2 2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\n1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)\n 5 cum
3 3 Centering and shuttering including strutting, propping etc. and removal of form work for :\nFoundations, footings, bases for columns\n 79 sqm
4 4 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\nAll works upto plinth level :\nM-10 grade plain cement concrete (cement content considered @ 220 kg/cum)\n 75 cum
5 5 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.\nThermo-Mechanically Treated bars\n 1134 kg
6 6 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.\nAll works upto plinth level\n 60 cum
7 7 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :\nCement mortar 1:6 (1 cement : 6 coarse sand)\n 20 cum
8 8 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :\nRed sand stone - exposed face fine dressed with rough backing.\n40 mm thick\n 71 Sqm
9 9 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.\nIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works\n 2001 kg
10 10 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :\n25 mm thick\n 50 sqm
11 11 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 30 sqm
12 12 12 mm cement plaster of mix :\n1:4 (1 cement: 4 coarse sand)\n 80 sqm
13 13 Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. 1500 sqm
14 14 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :\nOne or more coats on old work\n 2000 sqm
15 15 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.\nNominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)\n 50 cum
16 16 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 236 sqm
17 17 Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. 400 sqm
18 18 Providing 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). 9 cum
19 19 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. 1100 metre
20 20 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish 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. 1500 sqm
21 21 Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer- in-charge. (Old CC paver blocks shall be supplied by the department free of cost). 1250 sqm
22 22 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) 880 metre
23 23 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 90 sqm
24 24 Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications & direction of Engineer- in-Charge. \n60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern.\n 450 sqm
25 25 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality\nH D - 20\nCircular shape 560 mm internal diameter\n 50 each
26 26 Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape, including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing. 30 each
27 27 Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.\nAll kinds of soil\n 12200 sqm
28 28 Providing and Fixing 6 mm thick multiwall polycarbonate sheet of lexan (GE), Polygel or equivalent both side UV resistant of required colour shade including all incidental tools, plants and labour etc. to execute the work complete as per direction of Engineer-in-Charge. 175 sqm
29 29 Providing and Fixing RCC Jali 50mm thick of mix 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone aggregate 6mm nominal size) reinforced with 8mm dia mild steel bars i/c centering & shuttering, cleaning, fixing & finishing with cement mortar 1:3 (1 Cement : 3 Fine Sand) etc. complete as per design approved by Engineer-in-Charge. (Minimum 300 mm legs shall be embedded in CC Block for fixing, CC block shall be paid separately. Only exposed area of Jali to be measure for payment purpose). 50 mm thick. 60 sqm
30 30 Disposal of malba/building rubbish by mechanical transport including loading, unloading and spreading with all lead and lift upto nearest authorized MCD dumping ground complete as per direction of Engineer-in-Charge. (Payment will be made on production of MCD receipt for payment of ground tax. MCD dumping ground tax if any shall be reimbursed separately on production of receipt). 1230 M.T
31 31 Except Item No. 28 to 30 Add Cost Index on DSR Items @ 15.69% (Rs. 36,28,604 - Rs. 5,42,192) item9 1 each
32 32 Except Item No. 28 to 30 Less Mandatory Cut @ 9.50% (Rs. 41,12,862 - Rs. 5,42,192) item10 1 each
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