Tender For Development 4 Nos. Pond In Village-Ladpura, Greater Noida.
Tender Value
87.66 Lakhs
Estimated cost
Bid Submission
19 Oct 2026
9 days left
EMD
1.76 Lakhs
Bank guarantee accepted
Document Fee
2060
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gautam Buddha Nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development 4 Nos. Pond In Village-Ladpura, Greater Noida.
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 Engineerin- charge. : All kinds of soil (DSR-2023/2.6.1) |
| 2 | Depth from 0.0 to 1.5m Below G.L. |
| 3 | Depth from 1.5 to 3.0m Below G.L. |
| 4 | Extra rates for quantities of works, executed: In or under water and/or liquid mud, including pumping out water as required. (DSR-2023/2.24.1) |
| 5 | Cartage of ballast, Kankar Coal, grit or sand including loading & unloading but excluding stackings on pakka roads: 1st Km. (SOR-25/Ch-4/4.02/232(a)) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR-2023/4.1.8) |
| 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 : Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR-2023/6.4.1) |
| 8 | 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; including pumping of concrete to site of laying, 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. |
| 9 | 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 specified minimum 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 : Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR-2023/5.33.1.1) |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. : Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR-2023/5.22.6) |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) (DSR-2023/4.1.3) |
| 12 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-2023/13.4.2) |
| 13 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) (DSR-2023/13.5.1) |
| 14 | Providing, laying, jointing and testing of PVC pipe (Finolex make ring fit) of following dia 6Kg/Cm2 including all specials & fittings etc. as required for proper completion of work (The contractor has to arrange the source of water and require head for testing). (AR/GNIDA) |
| 15 | 100 mm dia (O.D.) AR |
| 16 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DSR-2023/19.16) |
| 17 | Supply of ISI marked RCC S&S NP-3 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. (AR/GNIDA) |
| 18 | 250 mm dia NP-3 pipe |
| 19 | Laying of NP-3 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 coarse sand) including testing of joints etc. complete. (AR/GNIDA) |
| 20 | 250 mm dia NP-3 pipe |
| 21 | Providing and laying in position cement concrete 1:4:8 (1) cement: 4 coarse sand 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-3 pipe of following diameter including centring shuttering but excluding excavation. (AR/GNIDA) |
| 22 | 250mm dia NP-3 concrete cradle |
| 23 | Supply of Hydraulic Excavator of 0.90 Cum Bucket (AR/GNIDA) |
| 24 | Providing JCB with driver and including POL (SOR-25) |
| 25 | Tractor with trolley including driver & POL (SOR-25/S.No-1/Chapter-7) |
| 26 | Supply of Dewatering Pump 10 HP (MORTH Sno-109, Chapter-20/P746) |
| 27 | Supply of labour. ( Based on SOR-25/SN-20/Chapter-2) |
| 28 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads. Transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No 300-2: lead upto of 2.00KM (MORTH--25/305/3.18) |
| 29 | Supplying and stacking at site.: Moorum. (DSR-2023/16.3.10) |
| 30 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysOct 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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