Tender For Work On Laying Hume Pipes With A Diameter Of 600 Mm Over A Distance Of 2 Km-From Awadh University To Kalawati Hotel-Along The Sultanpur National Highway In Ayodhya District.
Tender Value
3.48 Crore
Estimated cost
Bid Submission
27 Aug 2026
4 days left
EMD
6.96 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ayodhya → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Work On Laying Hume Pipes With A Diameter Of 600 Mm Over A Distance Of 2 Km-From Awadh University To Kalawati Hotel-Along The Sultanpur National Highway In Ayodhya District.
BOQ
| Sl. No. | Item Description |
| 1 | civil work |
| 2 | Road cutting Bituminious Depth 1.50 meterLetter dt. 23.06.2022 |
| 3 | Road cutting concreteDepth 1.50 meterLetter dt. 23.06.2022 |
| 4 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)DSR 2023 15.2.1 |
| 5 | 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 - incharge.DSR 2023 15.3 |
| 6 | 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.DSR 2023 16.83 |
| 7 | Dismantling 250mm dia. RCC NP3 hume pipe sewers.UPJN SOR 3117 |
| 8 | Dismantling 300mm dia. old s.w. pipe sewers.UPJN SOR 3113 |
| 9 | 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.DSR 2023 15.6 |
| 10 | Excavation for depth up to 1.5 m below G.L. for laying sewers, manholes, gully pits, chambers, sumps etc. in ordinary soil (earth, sand, loam & clay) including cutting of Joints pits, trimming, dressing, leveling, refilling of trenches in 20cm layers watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50m from the centre of trenches.0.00m - 1.50 m B.G.L.UPJN SOR/ 3001 |
| 11 | Excavation for depth up to 1.5 m below G.L. for laying sewers, manholes, gully pits, chambers, sumps etc. in ordinary soil (earth, sand, loam & clay) including cutting of Joints pits, trimming, dressing, leveling, refilling of trenches in 20cm layers watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50m from the centre of trenches.Same as item no 3001 but for 1.5 - 3.0 m below ground level. (including Manhole 30mt interval)UPJN SOR/ 3002 |
| 12 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.DSR 2023 2.27 |
| 13 | 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 |
| 14 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 300 mm diameterDSR 2023/ 19.1.5 |
| 15 | Supply of RCC hume pipe NP-3 including collars/spigot jointied with stiff mixture of cement in the proportion of 1:2 (1 cement : 2 sand) including testing of joints250 mm diaSOR 2025/ Ch-1/22 |
| 16 | Supply of RCC hume pipe NP-4 including collars/spigot jointied with stiff mixture of cement in the proportion of 1:2 (1 cement : 2 sand) including testing of joints600 mm diaSOR 2025/ Ch-1/19 |
| 17 | Supply of RCC hume pipe NP-4 including collars/spigot jointied with stiff mixture of cement in the proportion of 1:2 (1 cement : 2 sand) including testing of joints900 mm diaSOR 2025/ Ch-1/19 |
| 18 | Cartage of 250 mm dia RCC hume pipe NP3 class and specials from store to the site of work. laying of the same pipe in to the trenches in depth up to 0.00 to 1.50 m below the ground level, true to alignment chocking the point laying sewer pipe with rubber ring and Jointing materials including excavation of the below invert level of pipe and testing of laid pipe line complete excluding the cost of excavation of earth and refilling of trenches from ground level to invert level of pipe.Same as item No. 3199 but for depth 00.00-01.50 m BGLUP JN SOR 3199 (1) |
| 19 | Cartage of 250 mm dia RCC hume pipe NP3 class and specials from store to the site of work. laying of the same pipe in to the trenches in depth up to 0.00 to 1.50 m below the ground level, true to alignment chocking the point laying sewer pipe with rubber ring and Jointing materials including excavation of the below invert level of pipe and testing of laid pipe line complete excluding the cost of excavation of earth and refilling of trenches from ground level to invert level of pipe.Same as item No. 3199 but for depth 01.50-03.00 m BGLUP JN SOR 3199 (2) |
| 20 | Cartage of 600 mm dia RCC hume pipe NP3 class and specials from store to the site of work. laying of the same pipe in to the trenches in depth up to 0.00 to 1.50 m below the ground level, true to alignment chocking the point laying sewer pipe with rubber ring and Jointing materials including excavation of the below invert level of pipe and testing of laid pipe linecomplete excluding the cost of excavation of earth and refilling of trenches from ground level to invert level of pipe.Same as item No. 3205 but for depth 00.00-01.50 m BGLUPJN SOR 3205 (1) |
| 21 | Cartage of 600 mm dia RCC hume pipe NP3 class and specials from store to the site of work. laying of the same pipe in to the trenches in depth up to 0.00 to 1.50 m below the ground level, true to alignment chocking the point laying sewer pipe with rubber ring and Jointing materials including excavation of the below invert level of pipe and testing of laid pipe linecomplete excluding the cost of excavation of earth and refilling of trenches from ground level to invert level of pipe.Same as item No. 3205 but for depth 01.50-03.00 m BGLUPJN SOR 3205 (2) |
| 22 | Cartage of 900 mm dia RCC hume pipe NP3 class and specials from store to the site of work. laying of the same pipe in to the trenches in depth up to 0.00 to 1.50 m below the ground level, true to alignment chocking the point laying sewer pipe with rubber ring and Jointing materials including excavation of the below invert level of pipe and testing of laid pipe line complete excluding the cost of excavation of earth and refilling of trenches from ground level to invert level of pipeSame as item No. 3208 but for depth 01.50-03.00 m BGL (2) |
| 23 | CLOSE TIMBERINGClose timbering in trenches 0.0 - 3.0m deep.UPJN SOR 3032 |
| 24 | Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5DSR 2023 19.11.1.1 |
| 25 | Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5DSR 2023 19.12.1 |
| 26 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)DSR 2023 13.4.1 |
| 27 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concreteblocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)as per standard design :With 20 mm diameter round barDSR 2023 19.15.2 |
| 28 | 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.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumDSR 2023 5.33.1.1 |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columnsDSR 2023 4.3.1 |
| 30 | 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 moreDSR 2023 5.22.6 |
| 31 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)DSR 2023 6.1.1 |
| 32 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.External work32 mm nominal dia PipesDSR 2023 18.9.4 |
| 33 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.External work 100 mm nominal dia PipesDSR 2023 18.9.9 |
| 34 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.External work150 mm nominal dia PipesDSR 2023 18.9.10 |
| 35 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5DSR 2023 19.27.1 |
| 36 | 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksDSR 2023 10.25.2 |
| 37 | Providing and erecting temporary barricading at site as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. The barricading shall not be removed without prior approval of Engineer-in-Charge.PWD SOR |
| 38 | Bailing out or pumping out water/liquid mud during trench excavation. This includes providing necessary fuel, labour T&P etc. required for proper running of well point equipment of required capacity for lowering the water table during excavation and laying of sewers.SR |
| 39 | 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 front end loder at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.SR |
| 40 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixerDSR- 2023 Item no. 16.43.2 |
| 41 | Laying old cement cocrete 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 the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost).DSR 2023 16.84 |
| 42 | 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 interlocking 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 |
| 43 | Construction of syfon etc. |
| 44 | Shifting of Electric Pole, Transformer, cable etc. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysAug 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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