Tender For Construction Of Precast Reinforced Cement Concrete Drain & Footpath On 100 Foota Road (Id-1187) From Nanda Pump House (Ssn Road) To Anuvrat Marg Culvert Via Phool Mandi Cut Under Pwd Division South Road-1.
Tender Value
26.81 Crore
Estimated cost
Bid Submission
27 Jul 2026
22 days left
EMD
36.81 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 Precast Reinforced Cement Concrete Drain & Footpath On 100 Foota Road (Id-1187) From Nanda Pump House (Ssn Road) To Anuvrat Marg Culvert Via Phool Mandi Cut Under Pwd Division South Road-1.
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. |
| 2 | All kinds of soil |
| 3 | 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. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | 1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) 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 plinth level, excluding the cost of centering, shuttering and finishing: |
| 7 | 1:2:4 (1 Cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | 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 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 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), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. |
| 9 | 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 and durability; 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. : |
| 10 | All works upto plinth level : |
| 11 | M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) Note:- Cement content considered in this item is minimum @220 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 220 kg/cum. The design mix specifying cement content less than 220 kg/cum shall not be acceptable. |
| 12 | Concrete of M-25 grade with minimum cement content of 300 kg /cum.Note:- Cement content considered in this item is minimum @300 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 300 kg/cum. The design mix specifying cement content less than 300 kg/cum shall not be acceptable. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete |
| 15 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 16 | Suspended floors, roofs, landings, balconies and access platform |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 19 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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 and durability; including laying of concrete at site, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: |
| 20 | All works upto plinth level |
| 21 | Concrete of M50 grade with minimum cement content of 410 kg/cum.Note - Minimum cement content considered in this item is 410 kg/cum. Nothing extra shall be paid on account of design mix specifying cement content more than 410 kg/cum. The design mix specifying cement content less than 410 kg/cum shall not be acceptable. |
| 22 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 23 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 24 | 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. |
| 25 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 26 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 27 | 1:4 (1 cement: 4 fine sand) |
| 28 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 29 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 30 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 31 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 32 | 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. |
| 33 | 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. |
| 34 | In cement mortar |
| 35 | 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. NOTE: Payment will be made as per weight slip issued by authorised MCD dumping ground after dumping of malba. Processing fees at prescribed rate of authorised MCD dumping ground will be submitted by the agency & shall be reimbursed by the department on production of receipt in original. |
| 36 | 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 to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 37 | 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. |
| 38 | 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. |
| 39 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, 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 joint filled with fine sand, cutting of paver blocks as per required size and pattern, including rubbing and cleaning etc. complete, over 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) complete all as per direction of Engineer-in-Charge. |
| 40 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 41 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 42 | EHD - 35 |
| 43 | Circular shape 560 mm internal dia |
| 44 | 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 five days from the site, any delay in removal may lead to recovery @ Rs. 20/-per cum per day from the date after its occurrence. |
| 45 | Providing and laying factory made Tactile paver blocks (for vision impaired persons as per standard) 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 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), filling the joints with fine sand and cutting of paver blocks as required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer’s specification & direction of Engineer-in-Charge. |
| 46 | 60mm thick Tactile paver block of M-35 grade with approved colour, design & pattern. |
| 47 | Modified Estimated Cost after using Correction factor on DSR 2023 on account of GST @ 0.973 = (45056416 x 0.973 = 43839893) = (45056416 – 43839893 = -1216523) = (-) -1216523 |
| 48 | Add Cost Index @ 4.03% |
| 49 | Transplantation of trees with in a distance of 2 km including excavation around existing tree, pruning of branches, lifting, loading and transportation of existing tree, digging pits for placing tree at new place, adding manure, sand, fertilizer, hormones and bio fertilizer to it. Levelled and neatly dressed and disposal of surplus materials from old existing and new sites to designated place. Each tree should be firmly secured to the stake so as to prevent excessive movement, flooding with water, treatment of roots, rope and gunny bags as per direction of the officer incharge. T&P and all required materials shall be arranged by the contractor and nothing extra shall be paid on this account.(a) Girth of tree shall be measured at a height of 1m above ground level. |
| 50 | Girth of trees beyond 50 cm and upto 90 cm. |
| 51 | Girth of trees beyond 90 cm and upto 150 cm. |
| 52 | Providing & fixing pre-fabricated precast solid open U shaped RCC drain, cover, box culvert, crash barrier, retaining wall, slit chamber etc. using wet-cast technology with self-compacting concert of grade M-50 and thermo-mechanically treated (TMT) steel bars of grade Fe-550 D including straightening, cutting bending, placing. In position and binding all complete upto plinth level with provision of shear keys connecting loops, necessary cutouts/holes lined with dowel tubes of required sizes for services with proper lifting arrangement of various thickness, shape and size using high quality steel moulds including loading, transportation from factory to site of work , unloading, stacking at site and placing in final position with the help of required capacity cranes all complete as per IS-11447, 1985 and as per approved shop drawing and design mix complete as per the directions of Engineer-in-charge. The RCC precast drain along with drain design mix complete as per the directions of Engineer-in-charge. The RCC precast drain along with drain cover taken together as an integrated system, shall be capable of carrying a wheel load of 5 Ton of vehicular load. |
| 53 | The precast elements shall be manufactured in a controlled factory environment with approved methodology/technology having all facilities including automated steam curing automated reinforcement cage making facility. NABL accredited in-house laboratory with all testing facilities etc. complete as per the direction of Engineer-in-charge. The installation of RCC precast drain cover box culvert etc. shall be done in correct and final position with proper line, level and plumb at site after making all arrangements of requisite T & P e.g., cranes, push-pull jacks etc. for lifting, placing and alignment within erection tolerance as per IS-15916:2020, as per approved shop drawing, complete as per direction of Engineer-in-charge including cost of all material and all tools & machinery required for casting for all works up to plinth level complete as per direction of Engineer-in-charge.Note:-i). Minimum cement content considered in this item is 425 kg/cum. Nothing extra shall be paid on account of design mix specifying cement content more than 425 kg/cum. The design mix specifying cement content less than 425 kg/cum shall not be acceptable.ii).Minimum steel reinforcement considered in this item is 100 kg/cum and Nothing extra shall be paid on account of using extra steel reinforcement more than 100 kg/cum. The structural design specifying steel reinforcement less than 100 kg/cum shall not be acceptable. |
| 54 | Credit for taking away dismantled/ unserviceable reinforcing bars, M.S. railings and other steel items/ members duly weighed in presence of representative of Engineer-in-charge all complete as per direction of Engineer-in-charge. |
| 55 | Credit for dismantled CC Inter locking paver blocks from footpath works to be taken by contractor (Dismantled CC Inter locking paver blocks will be property of Contractor) |
| 56 | Credit for taking away unserviceable bricks of Engineer-in-charge all complete as per direction of Engineer-in-charge. |
| 57 | Credit for dismantled Kerb Stone works to be taken by contractor (Dismantled Kerb stone block will be property of Contractor). |
| 58 | Diverting drain water/effluent from existing drain by excavating trench/providing RCC pipes of required size/by pumping arrangements for the purpose of construction of new drain at the alignment of existing drain and refilling the trenches, if excavated, with available excavated materials, without clot, by mechanical/manual means in layers not exceeding 20 cm in depth, proper watering and leveling with proper compaction etc. all complete and as per direction of Engineer-in-Charge. The excavated material received from trenches for diversion drain shall be dumped on nearby available space and same will be used for refilling after fulfilling requirement of diversion. (Nothing extra will be paid on any account including size and capacity of diversion drain/lead and lift for excavation/excavated material, size of temporary drainage pipes, capacity of pumps deployed or for any other reason whatsoever). For the purpose of measurement, length of existing drain whose water is to be diverted will be measured. |
| 59 | For existing drain width (internal width) more than 1.00 mtr. |
| 60 | Providing and laying PVC Pipe of dia 150 mm with pressure capacity of 6 kg/sqm conforming to IS:13592 of approved brand for Bell mouth and as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysJul 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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