Tender For Repair Work Of Damaged Culvert, Manhole And Road Located At The Junction Of Sector-14 And 15 Near Bright Star Hospital Located In Sector-16 Of New Moradabad Scheme.
Tender Value
21.50 Lakhs
Estimated cost
Bid Submission
10 Aug 2026
10 days left
EMD
43100
Bank guarantee accepted
Document Fee
354
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Moradabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair Work Of Damaged Culvert, Manhole And Road Located At The Junction Of Sector-14 And 15 Near Bright Star Hospital Located In Sector-16 Of New Moradabad Scheme.
BOQ
| Sl. No. | Item Description |
| 1 | barricading work for laying of sewer line including all required material labour ,t&p etc .complete(UPJAL NIGAM ) ATTACHED |
| 2 | Excavation of earth in ordinary soil for laying of sewer including trimming, dressing, levelling, refilling of trenches in 20 cm layers, watering and ramming the same including disposal of surplus earth and other dismantalled material within a distance of 8 KM. carting of earth where necessary restoration of civic amenities like domestic water connections, water lines, telephone and electric cables, drains, divider etc. damaged during the works.(UPJAL NIGAM ) ATTACHED (0.00 to 1.5 mtr) |
| 3 | CLOSE TIMBRING IN TRENCHES/SHORING BOX(UPJAL NIGAM ) ATTACHED0 TO 3 BGL |
| 4 | CLOSE TIMBRING IN TRENCHES/SHORING BOX(UPJAL NIGAM ) ATTACHED 3 TO 6 MTR BGL |
| 5 | Dewatering is this construction activity which is performed to remove ground water from a site prior to the initiation of excavation activities. Dewatering is generally be performed by drawing down the water table outside the site and maintaining this depressed groundwater level until the construction activity which must be prformed below the ground water table have been completed, (UPJAL NIGAM ) ATTACHED |
| 6 | MAKING A TEMPRARY BANDA IN MANHOLE FOR DIVERSION OF SEWER FLOW DURING THE REPAIR OF 1000MM DIA RCC SEWER LINE . (UP JAK NIGAM )ATTACHED |
| 7 | DIVERSION OF SEWERFLOW FROM MANHOLE TO DRAIN Y PUMP DURING THE REPAIR OF 1000 MM DIA RCC SEWER LINE . 01 NO. PUMP X 5HP CENTRIFUGAL PUMP X 20 DAYS * 24 HOURS (UP JAK NIGAM )ATTACHED |
| 8 | Construction of Brick Circular Manhole in first Class Brick of following Sizes in cemnt mortar 1:4, C.C. top slab with 1:1.5:3, Bed concrete 1:1.5:3, PCC 1:4:8, (cement: coarse sand: 12-20mm guage stone ballast) inside and outside plastering 12 mm thick with cement mortar 1:3 finished with floating coat of neat cement and making channels in Cement concrete with 1:1.5:3,, finished with Floating coat of neat cement complete with including Plastic Encapsulated M.S. foot Rest staggered at 0.375 |
| 9 | Providing and laying OF 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 4.1.8/2023 |
| 10 | Brick work with class 150 bricks of designation 15 in foundation and plinth in: cement mortar 1:4(1 cement :4 coarse sand )(as per DAR) OR DSR S.I NO. 6.1.1/2023 |
| 11 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR2023/5.1.2(RATE-9045.75) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete dsr 2023/ 5.9.1(RATE-392.15) |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts DSR2023/5.9.6(RATE-961.30) |
| 14 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) DSR 2023 13.4.1 (RATE-357.35) |
| 15 | Construction of Granular Sub-Base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 By Mix in Place Method |
| 16 | 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 50 mm 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 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.. DSR 2023 16.91.2 (RATE-1091.50) |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more DSR 5.22A.6 |
| 18 | Demolishing of RCC work Manually/by Mechanical Means including stacking of steel bars and sisposal of unserviceble material within 50M lead as per direction of engineer in charge Rate 3551.25 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysAug 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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