Tender For Laying Of Internal Sewer Line And Sewer Connection Of Village Babu Khera At Sector-18, Virandavan Yojana No 4 Lucknow.
Tender Value
1.66 Crore
Estimated cost
Bid Submission
24 Feb 2025
0 days left
EMD
3.34 Lakhs
Bank guarantee accepted
Document Fee
5310
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
vrindavan → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Laying Of Internal Sewer Line And Sewer Connection Of Village Babu Khera At Sector-18, Virandavan Yojana No 4 Lucknow.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for the following depth below groundlevel for laying sewer line, manholes (Gully pits), chambers sumps etc in oridinary soil (Earth, sand loam and clay) including cutting or joints pits trimming desing levelling of trenches and refilling if trenches in 20cmlayer watering and ramming the same including removed of surplus earth or other dismantelied material upto the distance of 50M from the center of the trenches. (a) 0.00 to 1.50m BGL |
| 2 | (b) 1.50 to 3.00m BGL |
| 3 | Providing and fixing open timbering (covering 1/3 of surface area by planks) in trenches for depth upto 3.00 m below ground level consisting of 40.00 mm thick approved country wood planks for polling boards, 125mmx75mm indian sal wood wallers and 100mm dia eucalyptus balliesfor strut at 1.50 m c/c including removal after laying of sewer (both sides of trenches will be taken as one side for the pupose of payments and measurements i.e. area equals to length x depth of trench). Dismantled timbering materials will be property of the contractor.1.50 to 3.00M BGL |
| 4 | Supply of following Dia R.C.C. S&S pipes (class NP2 ) with collarsof following Dia including local cartage of pipe upto store.250mm diaR.C.C. S&S pipes NP2 Class |
| 5 | Carting of following dia R.C.C. S&S pipes (NP2 class) and specials from store to the site of work, lowering the same into trenches in depths upto 1.50m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in bitumen, and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete but excluding excavation and refilling of trenches from ground level to the invert level of pipes.250mm diaR.C.C. S&S pipes NP2 Class(a) 0.00 to 1.50m BGL |
| 6 | (b) 1.50 to 3.00m BGL |
| 7 | Providing all materials and construction 1.20x0.90M & 2.25 M deep RCC Slab Type Rectangular Manhole consist with 225 mm base concrete with 1:4:8 cement coarse sand and 40 mm stone ballast and class 150 brick work in 23 cm thick wall with 1:5 cement and coarse sand in side plaster with 1:3 cement coarse sand and mix with water proofing compoud outer side plaster with 1:3 cement coarse sand and mix with water proofing compoud, RCC work with cement concrete grade M-20, mild steel in plain work as per designe and drawing and fixing of foot step @ 30 cm center to center interval also including cost of making PCC 1:2:4 for channel in floor and also fixing of 560 mm dia medium duty manhole cover with PCC 1:24 complete in all reaspect as per direction of E/1 also clearing of site |
| 8 | Providing all materials and construction 1.20x0.90 &2.25 M deep Shaft for requlating payment fo depth of the Rectungler Type manhole as per item no. 6 consisting 23cm thick wall with class 150 brick work in 1:5 cement and coarse sand in side plaster with 1:3 Cement coarse sand and mixed with water proofing compound outer side plaster with 1:3 Cement coarse sand and mixed with water proofing compound and fixing of foot step @ 30cm centre to centre interval with all respect as per direction for E/l also clearing of site. |
| 9 | Providing all materials and construction for 0.60x.060m & 2.25M deep Squar type Brick house connecting chamber consist with 225mm base concrete with 1:4:8 cement coarse sand and 40 mm stone ballast and class 150 brick work in 23 cm thick wall with 1:5 cement and coarse sand in side plaster with 1:3 cement coarse sand and mix with water proofing compoud outer side plaster with 1:3 cement coarse sand and mix with water proofing compoud and fixing of foot step @30 cm center to center interval also including cost of making PCC 1:2:4 for channel in floor and also fixing of 600 mm dai medium duty manhole cover with PCC 1:2:4 complete in all reaspect as per direction of E/I also clearing of site |
| 10 | Providing all materials and construction 0.60x0.60 & 2.25 deep Shaft for requlating payment fo depth of the circular type manhole as per item no. 8 consisting 23cm thick wall with class-150 brick work in 1:5 cement and coarse sand in side plaster with 1:3 Cement coarse sand and mixed with water proofing compound outer side plaster with 1:3 Cement coarse sand and mixed with water proofing compound and fixing of foot step @ 30cm centre to centre interval with all respect as per direction fo E/I also clearing of site. |
| 11 | Dismantling brick work or stone work in lime or cement mortar and C including stacking of materials as directed by the Engineer-in- Charge with in a distance of 60 metres (200 ft.) |
| 12 | Earth work in exacavation in trenches for foundation and for pipes cables etc. In ordinary soil (loan clay or sand) including lift upto 1.5 m lead upto 50m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer-in- charge within a leadof 50M (S.I. No.) |
| 13 | Providing and laying in cement concrete in 1 : 6 : 12 (1 cement : 4 coarse sand ( FM 2.2to 3.6) : 12 graded brick ballast40 mm nominal size and curing complete Including, cost of form work, supply of all material, labour T&P etc. required for proper completion of the work in foundation and floors. |
| 14 | Class 150 brick in 1:6 cement and coarse sand of (FM 1.50-2.00 F.M.) mortar in foundation and plinth including supply of all materials, labour T&P etc. required for proper completion of the work .(S.I. No.) |
| 15 | 12 mm thick plinth plaster 1:4 cement & coarce sand mortor with neet cement on plain surface including supply of all materials laour T & Petc.required for proper completion of the work. |
| 16 | Dismantling work of C.C. road manually/by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 17 | Taking out old existing CC interlocking paver blocks from footpath/ central verge including removal of rubbish etc.disposal of unserviceable materialto the dumping ground for which payment shall be made separatly and stacking of seviceable material within 50 m lead as per direction pf E/I |
| 18 | Laying old cement concrete interlocking paver blocks of any desing/shape laid in required line ,level curvature colour and pattern over and including 50 mm thick compacted bed of coarse sand filling the joint with fine sand etc. all complete as per the direction of E/I. ( old CC paver block shall be supplied by thedepartment free of cost.) |
| 19 | Supply of 80mm thick Precast cement concerete Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement smooth high ploss finish, skid resistant, manufactured from rubber moulds through vibro compression mechanism, Including earth work in excavation of required depth and width , providing laying and compacting of WMM and Local sand for cussion of tiles etc. The compressive strength of concrete paver block shall not be less than 40Mpa (M-40) confirming to IS: 15658-2006 including cost of material, labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge. |
| 20 | Disposal of surplus earth received from Manhole, Chambers, Trenches, including loading, unloading cartage and disposal in low lying area as directed by the Engineer-in-charge upto 10.00 Km within the scheme and from the site of work and also including leveling and dressing of surface in required level and slope. |
| 21 | Providing all material labour for laying of R.C.C. hume pipe class-2 for Sewer connecting chamber to manhole of sewer line includign excavationof earth for laying of R.C.C. hume pipe width 75cmand depth 80 to 100cm. including cost of R.C.C. hume pipe dia 150 mm class NP-2lowring R.C.C. hume pipe dia 150 mm NP-2 all in proper slop alingement and depth as per direction of E.I. in proper slope alingement and depth as per direction of E/I.(a) 150mm dia RCC Hume pipe NP-2 |
| 22 | Making sewer connection of sewer line with existing mainhole including breaking into & making good the wall all material T&P with cutting and repair of manhole as per direction of E/I. |
| 23 | Making sewer connection chamber size 0.60x0.60x0.60M in plot campus including cost of excavation base concrete 1:6:12 cement, coarse sand and brick ballast, 150 class brick work in 1:5 cement coarse sandmortar & 12mm thick plaster with neat cement, 1:2:4 flooring with RCC cover as per disign including cost of all materials labour T&P etc required required for proper completion of the work as per direction of E/I |
AI Tender Summary
Tender Timeline
Jan 25, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 24, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 24, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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