Tender For Construction Of Boundary Wall And Beautification Works Towards Chakeri Airport, Chakeri, Kanpur.
Tender Value
16.09 Crore
Estimated cost
Bid Submission
08 Jul 2026
6 days left
EMD
32.20 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kanpur Nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Boundary Wall And Beautification Works Towards Chakeri Airport, Chakeri, Kanpur.
BOQ
| Sl. No. | Item Description |
| 1 | PART A - BOUNDRY WORK |
| 2 | 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. All kinds of soil. |
| 3 | 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) : 8 graded stone aggregate 40 mm nominal size) |
| 4 | Providing and laying in position machine batched and machine mixed design mix M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying but including the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.(Note :- Cement content considered in this item is @ 330 kg/cum.Excess cement used as per design mix is not extra payable (All work upto Plinth Level) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 6 | Providing and laying in position machine batched and machine mixed design mix M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying but including the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.(Note :- Cement content considered in this item is @ 330 kg/cum.Excess cement used as per design mix is not extra payable (All work above Plinth Level) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 infoundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 insuperstructure above plinth level up to floor V level in all shapes and sizes in :6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 11 | Supplying and laying HMS PVC conduit FRLS grade 20 mm dia. with necessaryaccessories in RCC work/false ceiling/false flooring as per specification No. WG-MA/CC |
| 12 | outdoor LED facade wall light of 5 watt led bulb of warm white colour in all complete. (quotation rate 999+10%CP=1098) |
| 13 | Structural steel work in single section, fixed with or without connecting plate, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 14 | Iron Paint Including Primer in all complete. Ch-15/641+19.29+642/15.1.2 |
| 15 | Red sand Stone work for wall lining 30mm thick in cement mortar in all complete. Ch-18/3 |
| 16 | 12 mm thick plaster with cement and Coarse sand of 2.25 F.M. mortar 1:4 in single coat on fair side of single or half brick wall surface including internal rounded angles, chamfers no exceeding 80 mm in girth and finished even and smooth. (PWD SI.No-13.4.1 ) |
| 17 | Providing and applying white cement based putty of average thickness 2mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smoothcomplete.SOR S.I. NO-CH-15/30 |
| 18 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicon additives of required sahade : New work (Two or more coats applied @ 1.25 ltr/10 sqm over and including priming coat of exterior primer applied @ .75 kg/10 sqm) (apex Ultima, weather coat All guard) Asian, beger.SOR S.I. NO-CH-15/34 (NEW) |
| 19 | PART B - DRAINAGE WORK |
| 20 | Earthwork in excavation 0-1.5m depth in sewer laying in all complete. kda sanction rate |
| 21 | Earthwork in excavation 1.5-3.0 m depth in sewer laying in all complete. kda sanction rate |
| 22 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size) |
| 23 | supplying, stacking and laying of sewer line of following dia:-600mm dia. In all complete (kda sanc. Rate)-(1550*1.10 + 1633.80) |
| 24 | brick masonary chamber of internal size 0.9x0.90x1.5m (kda sanc. Rate) |
| 25 | shaft of brick masonary chamber of internal size 0.9x0.90m (kda sanc. Rate) |
| 26 | 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) : 8 graded stone aggregate 40 mm nominal size) |
| 27 | Providing and laying Cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone grit 20 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.(S.I. 4.2.3 |
| 28 | PART C - TOE WALL AND INTERLOCKING TILES |
| 29 | Excavation in foundation in ordinary soil (loam clay or sand) lift up to 1.50M and lead up to 30M and cluding filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer in charge up to a distance of 30M from the foundation trenches including all T&P phowarah and basket etc. complete. SOR Item No 2.6.1 |
| 30 | 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) : 8 graded stone aggregate 40 mm nominal size) |
| 31 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 infoundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 32 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 insuperstructure above plinth level up to floor V level in all shapes and sizes in :6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 33 | 12 mm thick plaster with cement and Coarse sand of 2.25 F.M. mortar 1:4 in single coat on fair side of single or half brick wall surface including internal rounded angles, chamfers no exceeding 80 mm in girth and finished even and smooth. (PWD SI.No-13.4.1 ) |
| 34 | Providing and applying white cement based putty of average thickness 2mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smoothcomplete.SOR S.I. NO-CH-15/30 |
| 35 | Finishing walls with textured exterior paint with Silicon additives of required sahade : New work (Two or more coats applied @ 1.25 ltr/10 sqm over and including priming coat of exterior primer applied @ .75 kg/10 sqm) (apex Ultima, weather coat All guard) Asian, beger.SOR S.I. NO-CH-15/31 (NEW) |
| 36 | excavating ,supplying and filling of local earth by mechanical transport etc and above 20km cartage 2.25/20km-loading-unloading |
| 37 | Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm indepth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steelrammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes anddressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc.,lead upto 50 m and for all lift :2.3.1 All kinds of soi |
| 38 | sand filling in road portion including consolidating and dressing in all complete. Ch-4/7/2.27 |
| 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 rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. |
| 40 | Providing and laying of 80 mm. Thick C.C. pre rubber moulded Inter locking paver tiles including 40mm thick fine sand bed with over granular sub base (GSB) and compacted base of WMM but including c.c. work in side of interlocking tiles for proper slope and camber including cost of all material, labour, T&P etc. required for proper completion of work. (PWD SCH. 25/2 ) |
| 41 | Trees |
| 42 | Cleaning of Jungle |
| 43 | Site Survey |
| 44 | Digging of pits following size |
| 45 | 0.90x0.90x0.90 m size |
| 46 | Supply and mixing of Local Sand(@0.03 CuM/Plant) including, cartage, loading, unloading all. |
| 47 | Supply and mixing of F.Y.M. (@0.03Cum/Plant) including, loading, unloading, cartage all. |
| 48 | Fertilizers |
| 49 | Supply and mixing of D.A.P (@0.07Kg/Plant) including, loading, unloading, cartage all. |
| 50 | Supply and mixing of Neem Cake(@ 1Kg/Plant) including, loading, unloading, cartage all. |
| 51 | Supply and mixing of M.O.P. (@0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 52 | Providing and applying anti termite treatment of infected trees i/c all branches/leaves by spraying chemical emulsion 0.5% (Chlorpyriphos 20% EC) concentration through power spray machine (@ 100 ml Chlorpyriphos per tree i/c cost of chemical) and as per direction of officer-in-charge.and as per direction of officer-in-charge. |
| 53 | Supply of well developed Plants of fowllowing Species |
| 54 | For median |
| 55 | Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag ofsize 30 cm as per direction of the officer-in-charge |
| 56 | Providing and Displaying Golden Bottle brush Topiary well developed withfresh & healthy foliage 5 to 6 big ball 115 to 180 cm ht in 40 cm CementPot as per direction of the officer-in-charge |
| 57 | For sides |
| 58 | Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags ofsize 25 cm as per direction of the officer-in-charge |
| 59 | Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cmin big polybag of size 25 cm as per direction of the officer-in-charge. |
| 60 | Providing and Displaying Euphorbia milli hybrid variety with multi branch,full bloom, with fresh and healthy well developed having 30 to 45 cm ht. in35 cm Cement Pots as per direction of the officer-in-charge. |
| 61 | Providing and stacking of Bauhinia purpurea (Kachnar) of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge |
| 62 | Transportation Cost |
| 63 | Local cartage |
| 64 | Plantation(Refilling) |
| 65 | 0.90x0.90x0.90 m size |
| 66 | One Irrigation with Labour Charge |
| 67 | One Earth Work (Weeding & Cleaning) |
| 68 | Site Survey |
| 69 | Digging of pits following size |
| 70 | Holes 45 cm dia, and 45 cm deep |
| 71 | Supply and mixing of Local Sand(@0.03 CuM/Plant) including, cartage, loading, unloading all. |
| 72 | Supply and mixing of F.Y.M. (@0.03Cum/Plant) including, loading, unloading, cartage all. |
| 73 | Fertilizers |
| 74 | Supply and mixing of Neem Cake(@ 1Kg/Plant) including, loading, unloading, cartage all. |
| 75 | Supply and mixing of M.O.P. (@0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 76 | Providing and applying anti termite treatment of infected trees i/c all branches/leaves by spraying chemical emulsion 0.5% (Chlorpyriphos 20% EC) concentration through power spray machine (@ 100 ml Chlorpyriphos per tree i/c cost of chemical) and as per direction of officer-in-charge.and as per direction of officer-in-charge. |
| 77 | Supply of well developed Plants of fowllowing Species |
| 78 | Providing and stacking of Duranta Golden(70%)/calerodendrum(20%)/Alterather(10%)-for median & , Duranta Golden(80%)/calerodendrum(20%)-for inner side of side wall, Duranta Golden -(20% at edge of Island) having ht.15 to 20 cm bushty shape with fresh andhealthy leaves in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-incharge.. |
| 79 | Providing and Stacking of Karonda/Jafree of ht. 45-60cm in Poly bag of size25 cm. as per direction of the officer-in-charge |
| 80 | Transportation Cost |
| 81 | Local cartage |
| 82 | Plantation(Refilling) |
| 83 | 0.90x0.90x0.90 m size |
| 84 | One Irrigation with Labour Charge |
| 85 | One Earth Work (Weeding & Cleaning) |
| 86 | Site Survey |
| 87 | Digging of pits following size |
| 88 | 0.45x0.45x0.45 m size |
| 89 | Supply and mixing of Local Sand(@0.001 CuM/Plant) including, cartage, loading, unloading all. |
| 90 | Supply and mixing of F.Y.M. (@0.01Cum/Plant) including, loading, unloading, cartage all. |
| 91 | Fertilizers |
| 92 | Supply and mixing of D.A.P (@0.035Kg/Plant) including, loading, unloading, cartage all. |
| 93 | Supply and mixing of Neem Cake(@ 1Kg/Plant) including, loading, unloading, cartage all. |
| 94 | Supply and mixing of M.O.P. (@0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 95 | Providing and applying anti termite treatment of infected trees i/c all branches/leaves by spraying chemical emulsion 0.5% (Chlorpyriphos 20% EC) concentration through power spray machine (@ 100 ml Chlorpyriphos per tree i/c cost of chemical) and as per direction of officer-in-charge.and as per direction of officer-in-charge. |
| 96 | Supply of well developed Plants of fowllowing Species |
| 97 | Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc.-(80%/2 area of ISLAND covered)well developed with fresh & healthy bushy plant in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 98 | Providing and stacking of Tecoma stans -(80%/2 area of ISLAND covered)of height 90-105 cm. bushy in bigsize HDPE bag as per direction of the officer-in-charge |
| 99 | Transportation Cost |
| 100 | Local cartage |
| 101 | Plantation(Refilling) |
| 102 | 0.45x0.45x0.45 m size |
| 103 | One Irrigation with Labour Charge |
| 104 | One Earth Work (Weeding & Cleaning) |
| 105 | Providing & laying Selection no. 1 doob grass /vetiver turf with earth 50mm to 60mm thickness ofexisting ground prepared with proper level and ramming with required tools wooden andthan rolling the surface with light roller make the surface smoothen and light watering thesame and maintenance for 30 days or more till the grass establish properly, as per directionof the officer in charge |
| 106 | providing and fixing submersible of 2 H.P. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysJul 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 days