Tender For Strengthening Of Existing Infrastructure Of Mtl In Digboi Refinery Township
Tender Value
84.64 Lakhs
Estimated cost
Bid Submission
08 Sep 2023
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
digboi → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Strengthening Of Existing Infrastructure Of Mtl In Digboi Refinery Township
BOQ
| Sl. No. | Item Description |
| 1 | MTL backside |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed :All kinds of soil. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil. |
| 4 | Extra rates for quantities of works executed: (Note: The extra percentage rate is applicable per metre depth in respect of each item but limited to quantities of work executed in these difficult conditions. The depth which isto be considered for payment, shall be the depth measured from the sub soil water level upto the centre of gravity of the qty executed in difficult condition. The depth shall be reckoned correct to 0.10 m; 0.05m or more shall be taken as 0.10m and less than 0.05m ignored). |
| 5 | In or under water and/ or liquid mud, including pumping out water as required. Note :Unit \"Metre\"shall be read as \"Metre Depth\" and the Rate indicated is Rs. 20.00 which should be read as 20% per metre depth. Since %age (percentage) is not compatible in SAP, Please convert this item as NON-SAP item while preparation of PR. |
| 6 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. Note: Unit KL stands for \"Kilo Litres\". |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 8 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 9 | Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered): |
| 10 | Depth not exceeding 1.5 m. |
| 11 | Depth exceeding 1.5 m but not exceeding 3 m. |
| 12 | Depth exceeding 3 m but not exceeding 4.5 m. |
| 13 | Brick work withcommon burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 14 | Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 15 | 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 : |
| 16 | Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 17 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in: |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 19 | Half brick masonry 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: |
| 20 | Cement mortar 1:3 (1 cement :3 coarse sand). |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : |
| 22 | 1:3:6 (1 Cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 23 | 1:4:8 (1 Cement : 4 coarse sand (Zone-III) dervied from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 24 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level: |
| 25 | Thermo-Mechanically Treated bars. |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 27 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 28 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 29 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 30 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 31 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge: |
| 32 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). |
| 33 | 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-in-charge. |
| 34 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: |
| 35 | In cement mortar. |
| 36 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres. |
| 37 | Supplying and stacking at site: |
| 38 | 90 mm to 45 mm size stone aggregate. |
| 39 | 63 mm to 45 mm size stone aggregate. |
| 40 | 53 mm to 22.4 mm size stone aggregate. |
| 41 | Moorum. |
| 42 | Good earth. |
| 43 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 44 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead up to 50 metres - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 45 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 46 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 47 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. |
| 48 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m: All kinds of soil. |
| 49 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material: |
| 50 | Beyond 30 cm girth up to and including 60 cm girth. |
| 51 | Beyond 60 cm girth up to and including 120 cm girth. |
| 52 | Beyond 120 cm girth up to and including 240 cm girth. |
| 53 | Above 240 cm girth. |
| 54 | 12 mm cement plaster of mix : |
| 55 | 1:4 (1 cement: 4 fine sand). |
| 56 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 57 | 1:4 (1 cement: 4 fine sand). |
| 58 | Neat cement punning. |
| 59 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 60 | Rough cast plaster up to 10m height above ground level with a mixture of sand and gravel or crushed stone from 6mm to 10mm nominal size, dashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10mm cement plaster 1:3 (1 cement: 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement - Ordinary cement finish using ordinary cement. |
| 61 | Pebble dash plaster up to 10m height above ground level with a mixture of washed pebble or crushed stone 6mm to 12.5mm nominal size, dashed over and including fresh plaster in two layers under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10mm cement plaster with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. |
| 62 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 63 | 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). |
| 64 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : |
| 65 | 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). |
| 66 | 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). |
| 67 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : |
| 68 | 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). |
| 69 | Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. Note :- The quantity will be calculated by multiplying the depth measured from the sub-soil water level up to centre of gravity of concrete under sub- water level with quantity of concrete in cum executed under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1m; 0.05m or more shall be taken as 0.1m and less than 0.05m ignored. The Unit \"Cum\" shall be read as \"Cum per metre depth\". |
| 70 | Providing and fixing sheet covering over expansion joints with iron screws as per design to match the colour / shade of wall treatment: |
| 71 | Non-asbestos fibre cement board 6 mm thick as per IS: 1486 - 150mm wide. |
| 72 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. Pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc complete: |
| 73 | 600 mm dia. R.C.C. pipe. |
| 74 | 900 mm dia. R.C.C. pipe. |
| 75 | 1200 mm dia RCC pipes (Laying by manual/ mechanical means). |
| 76 | 1800 mm dia RCC pipes (Laying by manual/ mechanical means). |
| 77 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 78 | 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. |
| 79 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete: |
| 80 | Hot finished welded type tubes. |
| 81 | 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: |
| 82 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 83 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc). |
| 84 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. |
| 85 | Dry stone pitching 22.5cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20cm including preparing the bedding surface etc. all complete.(Payment for Stone to be made separately). |
| 86 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) up to plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 87 | Random rubble masonry with hard stone in superstructure above plinth level and up to floor five level, including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like: Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 88 | Extra for laying stone work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. Note:- The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre to gravity of stone work under sub - water with the quantity of stone work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1 m and less than 0.05m ignored. The Unit \"M3\" shall be read as \"Cum per metre depth\". |
| 89 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 90 | Providing and laying matt finished vitrified tile of size 100x100 x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge. |
| 91 | Providing and laying matt finished vitrified tile of size 300x300x 9.8mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge. |
| 92 | 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 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 Engineerin-Charge: |
| 93 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. |
| 94 | Providing and laying 75mm thick compacted bed of dry brick aggregate of 40mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand including finishing smooth etc. complete as per direction of Engineer-in-charge. |
| 95 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 96 | Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1cement:4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc.complete as per direction of Engineer-in charge. |
| 97 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar including filling the joints with same mortarwith common burnt clay F.P.S. (non modular) bricks: |
| 98 | 1:4 (1 cement : 4 coarse sand). |
| 99 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete: |
| 100 | Size of Tile 600x600 mm. |
| 101 | Size of Tile 800x800 mm. |
| 102 | Size of Tile 1000x1000 mm. |
| 103 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete: |
| 104 | Size of Tile 600x600 mm. |
| 105 | Size of Tile 800x800 mm. |
| 106 | Size of Tile 1000x1000 mm. |
| 107 | Stone tile work for wall lining up to 10 m height with special adhesive over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade. 8mm thick (mirror polished and machine cut edge) (Cement shall be free issue material): |
| 108 | Granite stone of any colour and shade. |
| 109 | Stone tile (polished) work for wall lining over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete. 8mm thick: |
| 110 | Granite of any colour and shade. |
| 111 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge: Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 112 | Providing and laying polished granite stone flooring in required design and patterns, in linear as well as culvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-charge: Polished Granite stone slab jet black, cherry red, elite brown, cat eye or equivalent |
| 113 | Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooringcut granite stone of required size and shape of approved shade,colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge - Area less than 0.50 sqm. |
| 114 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 115 | Applying priming coat with ready mixed primer of approved brand and manufacturer at all heights over steel surfaces like structures, columns, pipes,vessels, tanks etc. as per manufacturers specifications and directions of the Engineering-in- Charge; all complete including cleaning the surface using emery papers/ Power tool cleaning such as ST-2 or ST-3 as per requirement, including all material, consumables, tools, tackles, labour etc but excludingScaffolding. Note- No. of coats mentioned in the SOR items are only indicative and contractor has to achieve rquired DFT byapplying more coats (if required) within the relevantSOR item rates. |
| 116 | HB Zinc phosphate coating primerto achive a minimum DFT of 30-35 microns (1 or more coat of 30-35 micron ) |
| 117 | Supplying and applying various epoxy and other protective intermediate / finish paints of approved brand andmanufacturer at all heights over prepared/primed surface for steel structures, pipelines, tanks, vessels, equipments, concrete floors etc. as per manufacturers specification and directions of Engineer-in-charge all complete including all materials, labours, tools-tackles and consumables etcbut excluding Scaffolding. Note- No. of coats mentioned in the SOR items are only indicative and contractor has to achieve required DFTby applying more coats (if required) within the relevant SOR item rates. |
| 118 | Two pack Acrylic Poly-urethane (PU) to achive aminimum DFT of 40-50microns (one or more coat of40-50 micron). |
| 119 | Finishing walls with water proofing cement paint of required shade-New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 120 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete: |
| 121 | On steel work. |
| 122 | On concrete work. |
| 123 | Finishing walls with Acrylic Smooth exterior paint of required shade: |
| 124 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). |
| 125 | Old work (One or more coat applied @ 0.90 ltr/10 sqm). |
| 126 | Finishing walls with textured exterior paint of required shade -New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm. |
| 127 | Finishing walls with Acrylic Smooth exterior paint of required shade-New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 128 | Finishing walls with water proofing cement paint of required shade : |
| 129 | Old work (one or more coats applied @ 2.20 kg/10 sqm)over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. |
| 130 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. |
| 131 | Transportation of various materials by Truck (of capacity 9-10 Tonne) for following leads or part thereof including loading, unloading such as cement, sand, debris, metal, earth, refractory, insulation, furniture, plants etc. all such materials from one place to another place including battery area and outside battery area all complete as per the direction of the Engineer-in-Charge: Note: Unit of measurement is EACH, which stands for \"Per Trip\". |
| 132 | Upto a lead of 1 km. |
| 133 | Carriage of earth by mechanical transport for following leads or part thereof including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge (The rates will be applicable to net quantities after deduction of 20 percent for voids): |
| 134 | Upto a lead of 1 km. |
| 135 | Lead beyond 1 km but upto 2 km. |
| 136 | 1.5% water & Electricity charges deducti |
| 137 | PF and EDLI Charges-PF and EDLI charges |
AI Tender Summary
Tender Timeline
Aug 25, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 08, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 11, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender