Public Works Department-PWD has published Tender For Comprehensive Repair And Maintenance To Various Roads Under Sub Division-I Of Division South Road-Ii, Pwd Delhi During 2023-24. (Sh_ Repair Of Damaged Footpath, Drain, Kerb Channel And Central Verge On Siri Fort Road).. Submission Date for this Tender is 29-04-2023. Road Work Tenders in Delhi Delhi. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: |
| 2 | All kinds of soil |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 4 | All kinds of soil. |
| 5 | 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. |
| 6 | All kinds of soil. |
| 7 | 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 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 : Excess/less cement used than specified in this item is payable/ recoverable separately. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.) |
| 8 | All works up to plinth level: |
| 9 | M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) |
| 10 | M-10 grade plain cement concrete (cement content considered @ 220 kg/cum). |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 12 | Suspended floors, roofs, landings, balconies and access platform |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500 D or more. |
| 15 | 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). |
| 16 | All works upto plinth level |
| 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 19 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : |
| 20 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 21 | 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. |
| 22 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 23 | 12 mm cement plaster of mix : |
| 24 | 1:6 (1 cement: 6 fine sand) |
| 25 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 26 | 1:3 (1 cement: 3 fine sand) |
| 27 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 28 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 29 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 30 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 31 | Demolishing 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. |
| 32 | 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.. |
| 33 | In cement mortar |
| 34 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 35 | From brick work in cement mortar |
| 36 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead |
| 37 | 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). |
| 38 | 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. |
| 39 | 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 madeseparately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 40 | Laying old cement concrete 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 thejoints 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). |
| 41 | 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). |
| 42 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having water absorption less than 0.5% and conforming to IS: 15622, of approved make in all colours and shades in outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 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. |
| 43 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. 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 course 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, allcomplete as per manufacturer"s specifications & direction of Engineer in-Charge. |
| 44 | 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern |
| 45 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 46 | H D - 20 |
| 47 | Circular shape 560 mm internal diameter |
| 48 | Non DSR Items Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (Brick supplied free of cost by department). |
| 49 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 50 | Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75Kg per sqm to fixing / tightening with M.S. Angle / M.S. Tee Frame of required size with beading of M.S. Flat 20x3mm @ 0.48 Kg/m fixing by electric welding i/c priming coat with approved steel primer all complete as per direction of engineer-in-charge. (Rate includes cost of Hard Drawn steel wire febric and M.S. Flat. Payment of M.S. Angle / M.S. Tee Frame shall be made separately in relevant item.) |
| 51 | Providing and fixing position precast reinforced cement concrete bollards of size 950mm height 150 mm dia vibro compacted accurately designed, moulds appropriate reinforced with plastic spaced and concrete grade of M-25 as per approved design/drawing. The bollards shall be fixed in CC block mix 1:2:4 (1 Cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and of size 30x30x30 cm including earth work in excavation etc. complete as per direction and instruction of Engineer-in-Charge. |
| 52 | Providing and laying HDPE (High density polyethylene pipe ) Pipe of PE-63 with pressure rating PN 4 confirming to IS: 4984:1995 including latest edition including fitting, fixingand testing of joints etc complete as per direction of Engineer-in-Charge (a) 200mm dia |
| 53 | Providing, Laying and making Factory Made Cement Concrete pavement Kerb Channel of M-30 grade 50mm thick of required size, color and finish including setting in position in kerb channel to the required level and line over a bed of 20mm average thickness cement mortar 1:3 (1 cement : 3 coarse sand), having joint thickness not more than 5mm and including filling of joints with same cement mortar complete as per direction of Engineer-in-charge. |
| 54 | Providing and fixing 10x10x7.50 cm Delhi quartzite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:3 (1 cement : 3 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. |
| 55 | Providing and fixing Precast factory made cement concrete 300x300x60mm thick M-30 Grade (yellow) tactile for visually challenged person on footpath and laid in required line, level, curvature, colour and pattern over and including 50mm thickcompacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 56 | Disposal of building rubbish/malba/ similar unserviceable dismantled or waste materials by mechanical means including loading, transporting and unloading the same at C & D Waste Management Site near Jahangir Puri Safai Karmchari Quarters at BurariPlant, including weighing at plant etc. complete as per direction of Engineer-in-charge. Weighing and unloading at the plant shall be as per procedures/ rules of the Plant Management. The rates are inclusive of all operation, labours, leads and lifts from site of work to the C & D Waste plant. (Processing fees at prescribed rate of C & D waste Management plant at will be deposited by the agency and shall be reimbursed by the department on production of only original cash receipts). The agency shall also submit pre & post photograph in soft/hard copy. |
| 57 | Credit of old dismantled steel received after dismantling at site all complete as per direction of Engineer-in-charge. |
| 58 | Add Cost Index @31.27% On DSR Items (Except Item No. 29 to 35) 6007395 - 1181677 = Rs.48,25,718/- |
| 59 | Deduct Cost Index@9.5% On DSR Items (Except Item No. 29 to 35) 7516397 - 1181677 = Rs.63,34,720/- |
| 60 | Add for increase GST 12% to 18% @ 0.0633 on DSR Items, Except Item No. 29 to 35) 6914599 - 1181677 = Rs.57,32,922/- |
| 61 | Add LWC @1% On DSR Items (Except Item No. 29 to 35) 7277493 - 1181677 = Rs.60,95,816/- |
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