Tender For Construction Of New Footpath At Various Roads Under South East Circle (Division Ser-1 And Ser-2) During 2026-27.
Tender Value
35.90 Crore
Estimated cost
Bid Submission
25 Aug 2026
10 days left
EMD
45.90 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of New Footpath At Various Roads Under South East Circle (Division Ser-1 And Ser-2) During 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | 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 for all lift, as directed by Engineer-in-charge.All kinds of soil |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including laying of concrete at site, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Note: 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level : |
| 5 | Concrete of M10 grade with minimum cement content of 220 kg /cum |
| 6 | Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) |
| 9 | 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 |
| 10 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 11 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 12 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 13 | 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. |
| 14 | 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). |
| 15 | 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. |
| 16 | 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. |
| 17 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways 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 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. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 18 | Providing 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. |
| 19 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete:250 mm dia. R.C.C. Pipe |
| 20 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualityH D - 20Circular shape 560 mm internal diameter |
| 21 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 22 | Providing and laying factory made grass paver with 260x260x60 mm or other desired size, required strength & shape, made by table vibratory method using PU Mould laid in required colour & pattern and proper embedding/laying of enter locking grass paver and cutting of grass paver as per direction of Engineer-in-Charge.Grass paver as per approved size and design with 260x260x60 mm |
| 23 | Modified GST correction factor @ 0.973 |
| 24 | Cost Index @ 4.03 % |
| 25 | Providing and fixing position precast reinforced cement concrete bollards of size 950mm height 150 mm diavibro compacted accurately designed, moulds appropriate reinforced 4 nos. 8mm dia 950 mm long longitudinal reinforcement, (4 nos. 12mm dia 450mm long at bottom) and 4 mm dia stirrups 150mm center to center 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, paint & etc. complete as per direction and instruction of Engineer-in Charge. |
| 26 | Providing and laying at or near ground level machine cut curved sunk and moulded. Red sand stone, kerb stone in position to the required line, level and curvature, jointed with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade 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). (Contractor shall have own stone cutting machine with silent generator for matching the existing design and shape of kerb stone). Red sand stone kerb stone shall be approved by Engineer-in - charge. |
| 27 | Providing and laying 20 mm thick Unistone or equivalent make, Claystone exterior fired clay paving tiles of approved shade & texture, in nominal sizes 195 mm X 195 mm or 200 mm X 300 mm or 150 mm X 150 mm or 100 mm X 200 mm. The product shall have rounded corners. All sizes mentioned above are non rectified. The product shall weigh approximately 4 Kg per Sq. Ft. The product top surface shall be treated with acrylic urethane and surface water absorption should not exceed 3% and should be less than 8%, by 24 hours immersion method, as per IS 654:1992. Tiles shall be 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. |
| 28 | Providing and laying 22 mm thick tactile tile (for vision impaired persons as per standards) UniStone or equivalent make, glass reinforced concrete (G.R.C) exterior paving tiles \\"Tactile' pattern in approved shade of size of 297 mm x 297 mm (allowing variance or dimensional tolerance of ± 4 mm in accordance with IS: 1237 1980). The tiles should be made with M-40 Grade concrete mix design i.e. the compressive strength of cube @ 28days should be equivalent to 400Kg/cm2. The material should consist of '43\\" grade Portland cement, reinforced with Alkali Resistant glass fiber and the pigmentation should be done with Ultra Violet Resistant exterior grade Pigment synthetic inorganic iron oxide pigments manufactured by 'BAYFERROX (Germany) or equivalent. The top surface of the tiles should be treated with acrylic lacquer resulting in top surface water absorption of less than 1% and water absorption of less than 8% by 24 hours immersion method. Tiles shall be 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. |
| 29 | Providing and laying at or near ground level factory made kerb channel/saucer drain of size 300x300x100 mm M-30 grade cement concrete of any design & shape in position to the required line, level and curvature over and including 20 mm (average) thick base laid of cement mortar 1:4 (1 cement : 4 coarse sand) including making jointless and making drainage opening wherever required complete etc. as per direction of Engineer-in-charge. (Area of finished kerb channel/saucer drain shall be measured for payment). (Precast cement concrete kerb channel/saucer drain shall be approved by Engineer-in-Charge). |
| 30 | Providing and fixing of White River (Stone) pebbles size of 2\\" to 2.50 \\" dia in natural colour at site of work including loading, unloading, carriage and all taxes paid etc and as per direction of officer in charge |
| 31 | 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 thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 32 | Precasting and placing in position 150 mm dia Red Sand Stone Bollards 900 mm high of required/Approved shape & Size, including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing as per Engineer-in-Charge. |
| 33 | Credit of old demolished Kerb Stone etc. received after Demolishing at site all complete as per direction of Engineer-in-Charge. |
| 34 | Credit of old Paver Block etc. received after Demolishing at site all complete as per direction of Engineer-in-Charge. |
| 35 | Credit for taking away surplus excavated local earth available at site, including making arrangement for loading unloading and transportation for all leads and lift complete as per direction of Engineer-in-Charge. Note:- Available surplus excavated earth shall be removed immediately within two days from the site visit any delay in removal may lead to penalty @ Rs. 50/-cum per day from date after the days from this occurrence. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender