Tender For Widening From Three Lane To Four Lane And Strengthening Of Avinashi -Tiruppur - Palladam - Pollachi - Cochin (Via) Meenkarai Road At Km 40/0 - 40/6, 50/2 - 51/0, 57/4 - 61/2, 62/4 - 62/900 Including Cd Works, Construction Of Centre Median (Cbe
Tender Value
34.07 Crore
Estimated cost
Bid Submission
30 Sep 2025
0 days left
EMD
17.13 Lakhs
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
pollachi → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening from Three Lane to Four Lane and Strengthening of Avinashi -Tiruppur - Palladam - Pollachi - Cochin (via) Meenkarai Road at Km 40/0 - 40/6, 50/2 - 51/0, 57/4 - 61/2, 62/4 - 62/900 including CD works, Construction of Centre Median (CBE - 062) (01-CRIDP-25-26-S-0199)
BOQ
| Sl. No. | Item Description |
| 1 | Picking the existing BT surface upto 50mm depth as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for pickig and all othertools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification. (Morth No.111, 112, 401, 900) |
| 2 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Boxing (Morth No.111, 112, 401, 900) |
| 3 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. Formation of Embackment using Boxing earth Formaking up berms (Morth No.111, 112, 401, 900) |
| 4 | Earth work excavation in all classes of soils except hard rock requiring blasting and depositing onbank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc.,complete as per standard specification. For forming embankment using carted earth(Morth No.111, 112, 401, 900) |
| 5 | Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- V material (Morth No.111, 112, 401, 900) |
| 6 | Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- IIImaterial (Morth No.111, 112, 401, 900) |
| 7 | Providing, laying, reading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick,including premix in a the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper tosite,laying inuniform layers using pavers in Sub Base / Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (Morth No. 111, 112, 406,900) |
| 8 | Providing and laying Prime Coat overWMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals formachinery, fuel and all otherincidental charges etc., complete as per Clause 502 of MORTH Rev-5 (Morth No.111, 112, 501, 502, 900) |
| 9 | Providing and laying Tack Coat overWMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as Clause 502 of MORTH Rev-5 (Morth No.111, 112, 501, 503, 900) |
| 10 | Providing,laying 50mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the requiredtemperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 of MORTH rev-5 - Grade - II(Morth No. 111, 112, 501, 505, 900 |
| 11 | Providing and laying Bituminous Concrete to 40 mm thick using 0.13 cum of 19.00 9.50mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required densityetc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 Gr II(Morth No. 111, 112, 501, 507,900) |
| 12 | SUB ESTIMATE |
| 13 | Widening of Minor Bridge at Km 59/8 |
| 14 | Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OFABUTMENTS & RETURN WALL. as per section 300 of MORT&H Specifications(Morth NO. 111, 112, 202) |
| 15 | Earthwork excavation in Soft Disintegrated Rock not requiring blastingexcept medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND RETURN WALL. as per section 300 of MORT&H Specifications(Morth No. 111, 112, 304) |
| 16 | Vibrated Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW minor bridgeand Wing wall.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 17 | Vibrated Cement Concrete of Grade M-20, Nomional Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF ABUTMENT AND RETURN WALLS. as per Section 1500,1700 & 2100 of MORT&H Specficaton (Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 18 | VibratedCement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, RETURN WALLABOVE SILL LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specficaton (Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 19 | VibratedReinforced Cement Concrete of grade M30 design mixusingISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS as per Section 1500,1700 & 2200 of MORT&H Specficaton (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900) |
| 20 | Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete. (Morth No. 111, 112, 304) |
| 21 | VibratedReinforced Cement Concrete of grade M30 Design MixusingISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB . as per Section 1500,1700 & 2300 of MORT&H Specficaton |
| 22 | Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix,using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for RCC crash barrier over deck slabas per Section 811,1700 & 2703.3 of MORT&H Specficaton(Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 23 | Vibrated Cement Concrete M20 grade, Nominal Mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PCCPARAPETS OVER RETURN WALL. as per Section 1500 & 1700 of MORT&H Specficaton (Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 24 | Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 25 | Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using ISS size graded HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including all labour charges for mixing concrete, laying, vibrating, andhire charges for tools and plants, compacting, curing with all leads for soft water, including allother incidental charges, formwork, cost of remolded expansion joints and fixing the same in position etc, complete for APPROACH SLAB. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900) |
| 26 | Supply and fabrication of steel Grade Fe 500 D /550 D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grills. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900) |
| 27 | Supply and fabrication of steel Grade Fe 500 D /550 D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grills. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900) |
| 28 | Vibrated reinforced cement Concrete M30 design mixusing ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges formwork cost of remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab. (Morth NO. 1000, 1500, 1600, 900) |
| 29 | Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing,including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MoRT&H specification. (V Revision) (Morth NO. 1000, 1500, 1600, 900) |
| 30 | Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete (Morth NO. 1000, 1500, 1600, 900) |
| 31 | Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick andwell compacted in layerswith smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site includingall labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MoRT&H\"s (Roads Wing) specifications for Roads and Bridges \" Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete. |
| 32 | Filling behind Abutments and return wallusing foundation earth laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete. (Morth NO. 1000, 1500, 1600, 900)for using foundation earth |
| 33 | Providing and fixing class1 PVC seepage pipes of 100 mm dia of required lengths for retaining walls including costs and conveyance of all materialsto worksite and labour charges for fixing,including backing aggregate for draining seepage water etc., (Morth NO. 1000, 1500, 1600, 900) |
| 34 | Painting two coats with Ready mix plastic Emulsion paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface (Morth NO. 1000, 1500, 1600, 900) |
| 35 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing PCC) (Morth NO. 111, 112, 202) |
| 36 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure RCC) (Morth NO. 111, 112, 202) |
| 37 | Box Culvert |
| 38 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing PCC)(Morth NO. 111, 112, 202) |
| 39 | 1.50m x 1.50m Box Culvert km 40/6 |
| 40 | 3.00m x 2.00m Box Culvert Box culvert Km 57/6 |
| 41 | 2.50m x 2.50m Box Culvert at km 58/6 |
| 42 | 1.50m x 2.00m Box Culvert at km 59/2 |
| 43 | 2.00m x 2.00m Box Culvert km 60/2 |
| 44 | 1.50m x 1.50m Box Culvert km 60/4 |
| 45 | 1.50m x 1.50m Box Culvert at km 60/6 |
| 46 | 1.50m x 1.50m Box Culvert at km 61/4 |
| 47 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Box Culvert and Wing wall. (Morth No. 111, 112, 304) |
| 48 | 1.50m x 1.50m Box Culvert km 40/6 |
| 49 | 3.00m x 2.00m Box Culvert Box culvert Km 57/6 |
| 50 | 2.50m x 2.50m Box Culvert at km 58/6 |
| 51 | 1.50m x 2.00m Box Culvert at km 59/2 |
| 52 | 2.00m x 2.00m Box Culvert km 60/2 |
| 53 | 1.50m x 1.50m Box Culvert km 60/4 |
| 54 | 1.50m x 1.50m Box Culvert at km 60/6 |
| 55 | 1.50m x 1.50m Box Culvert at km 61/4 |
| 56 | VibratedCement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 57 | 1.50m x 1.50m Box Culvert km 40/6 |
| 58 | 3.00m x 2.00m Box Culvert Box culvert Km 57/6 |
| 59 | 2.50m x 2.50m Box Culvert at km 58/6 |
| 60 | 1.50m x 2.00m Box Culvert at km 59/2 |
| 61 | 2.00m x 2.00m Box Culvert km 60/2 |
| 62 | 1.50m x 1.50m Box Culvert km 60/4 |
| 63 | 1.50m x 1.50m Box Culvert at km 60/6 |
| 64 | 1.50m x 1.50m Box Culvert at km 61/4 |
| 65 | Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.(Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900) |
| 66 | 1.50m x 1.50m Box Culvert km 40/6 |
| 67 | 3.00m x 2.00m Box Culvert Box culvert Km 57/6 |
| 68 | 2.50m x 2.50m Box Culvert at km 58/6 |
| 69 | 1.50m x 2.00m Box Culvert at km 59/2 |
| 70 | 2.00m x 2.00m Box Culvert km 60/2 |
| 71 | 1.50m x 1.50m Box Culvert km 60/4 |
| 72 | 1.50m x 1.50m Box Culvert at km 60/6 |
| 73 | 1.50m x 1.50m Box Culvert at km 61/4 |
| 74 | Supply and fabrication of steel Grade Fe 500 D / Fe 550 D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grills. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900) |
| 75 | 1.50m x 1.50m Box Culvert km 40/6 |
| 76 | 3.00m x 2.00m Box Culvert Box culvert Km 57/6 |
| 77 | 2.50m x 2.50m Box Culvert at km 58/6 |
| 78 | 1.50m x 2.00m Box Culvert at km 59/2 |
| 79 | 2.00m x 2.00m Box Culvert km 60/2 |
| 80 | 1.50m x 1.50m Box Culvert km 60/4 |
| 81 | 1.50m x 1.50m Box Culvert at km 60/6 |
| 82 | 1.50m x 1.50m Box Culvert at km 61/4 |
| 83 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidentalcharges etc., complete for Wing wall(Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 84 | 1.50m x 1.50m Box Culvert km 40/6 |
| 85 | 3.00m x 2.00m Box Culvert Box culvert Km 57/6 |
| 86 | 2.50m x 2.50m Box Culvert at km 58/6 |
| 87 | 1.50m x 2.00m Box Culvert at km 59/2 |
| 88 | 2.00m x 2.00m Box Culvert km 60/2 |
| 89 | 1.50m x 1.50m Box Culvert km 60/4 |
| 90 | 1.50m x 1.50m Box Culvert at km 60/6 |
| 91 | 1.50m x 1.50m Box Culvert at km 61/4 |
| 92 | Vibrated reinforced cement Concrete M30 design mixusing ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges formwork cost of remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 93 | 1.50m x 1.50m Box Culvert km 40/6 |
| 94 | 3.00m x 2.00m Box Culvert Box culvert Km 57/6 |
| 95 | 2.50m x 2.50m Box Culvert at km 58/6 |
| 96 | 1.50m x 2.00m Box Culvert at km 59/2 |
| 97 | 2.00m x 2.00m Box Culvert km 60/2 |
| 98 | 1.50m x 1.50m Box Culvert km 60/4 |
| 99 | 1.50m x 1.50m Box Culvert at km 60/6 |
| 100 | 1.50m x 1.50m Box Culvert at km 61/4 |
| 101 | Filling behindbox culvert and return wall using foundation earth , laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete. (Morth NO. 1000, 1500, 1600, 900) for using foundation earth |
| 102 | 1.50m x 1.50m Box Culvert km 40/6 |
| 103 | 3.00m x 2.00m Box Culvert Box culvert Km 57/6 |
| 104 | 2.50m x 2.50m Box Culvert at km 58/6 |
| 105 | 1.50m x 2.00m Box Culvert at km 59/2 |
| 106 | 2.00m x 2.00m Box Culvert km 60/2 |
| 107 | 1.50m x 1.50m Box Culvert km 60/4 |
| 108 | 1.50m x 1.50m Box Culvert at km 60/6 |
| 109 | 1.50m x 1.50m Box Culvert at km 61/4 |
| 110 | Providing and fixing class1 PVC seepage pipes of 110 mm dia of required lengths for retaining walls including costs and conveyance of all materialsto worksite and labour charges for fixing,including backing aggregate for draining seepage water etc., (Morth NO. 1000, 1500, 1600, 900) |
| 111 | 1.50m x 1.50m Box Culvert km 40/6 |
| 112 | 3.00m x 2.00m Box Culvert Box culvert Km 57/6 |
| 113 | 2.50m x 2.50m Box Culvert at km 58/6 |
| 114 | 1.50m x 2.00m Box Culvert at km 59/2 |
| 115 | 2.00m x 2.00m Box Culvert km 60/2 |
| 116 | 1.50m x 1.50m Box Culvert km 60/4 |
| 117 | 1.50m x 1.50m Box Culvert at km 60/6 |
| 118 | 1.50m x 1.50m Box Culvert at km 61/4 |
| 119 | Box culvert Km 62/10 (3.0m x 2.0m) |
| 120 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing PCC)(Morth NO. 111, 112, 202) |
| 121 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing RCC)(Morth NO. 111, 112, 202) |
| 122 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Box Culvert and Wing wall.(Morth No. 111, 112, 304) |
| 123 | Vibrated Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 124 | Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and belowISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.(Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900) |
| 125 | Supply and fabrication of steel Grade Fe 500 D / Fe 550 D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grills. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900) |
| 126 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidentalcharges etc., complete for Wing wall (Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 127 | Vibrated cement Concrete M30 design mixusing 20mm and belowISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges formwork cost of remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900) |
| 128 | Filling behind box culvert using foundation earth laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete. (Morth NO. 1000, 1500, 1600, 900) using for Foundation earth |
| 129 | Providing and fixing class1 PVC seepage pipes of 110 mm dia of required lengths for retaining walls including costs and conveyance of all materialsto worksite and labour charges for fixing,including backing aggregate for draining seepage water etc., (Morth NO. 1000, 1500, 1600, 900) |
| 130 | Junction Improvements |
| 131 | Picking the existing BT surface upto 50mm depth as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for pickig and all othertools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification.(Morth No.111, 112, 401, 900) |
| 132 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification For Boxing (Morth No.111, 112, 401, 900) |
| 133 | Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- Vmaterial (Morth No.111, 112, 401, 900) |
| 134 | Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- IIImaterial(Morth No.111, 112, 401, 900) |
| 135 | Providing, laying, reading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick,including premix in a the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper tosite,laying inuniform layers using pavers in Sub Base / Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (Morth No. 111, 112, 406,900) |
| 136 | Providing and laying Prime Coat overWMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals formachinery, fuel and all otherincidental charges etc., complete as per Clause 502 of MORTH Rev-5 (Morth No.111, 112, 501, 502, 900) |
| 137 | Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as Clause 502 of MORTH Rev-5 (Morth No.111, 112, 501, 503, 900) |
| 138 | Providing,laying 50mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the requiredtemperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 of MORTH rev-5 - Grade - II(Morth No. 111, 112, 501, 505, 900 |
| 139 | Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG 30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 (Morth No. 111, 112, 501, 505, 900 |
| 140 | Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.00 9.50mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG 30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required densityetc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 Gr II(Morth No. 111, 112, 501, 507,900) |
| 141 | Center Median |
| 142 | Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to work site, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard Specification, 112, 401, 900) |
| 143 | FillingCarted Earth in between gap for median and island and above road level with approved materials deposited at site from roadway cutting and excavation for drain and foundation of otherstructures, spread, greaded and compacted as per CL:407 of MORTH(Morth No.111, 112, 401, 900) |
| 144 | Road Furnitures |
| 145 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads onBituminous Surface. Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35- 2015. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803 (HW-W0089) |
| 146 | Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MoRT&H circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 (+/-) 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MoRT&H circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 (+/-) 2mm and height not less than 30 (+/-) 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc.,complete (HW-W0090) |
| 147 | Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) (60 cm circular)(HW-W0072) |
| 148 | Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) (80 cm x 60 cm rectangular)(HW-W0073) |
| 149 | Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer- incharge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) (for sign having area more than 0.9 sqm) (Type-IV) (HW-W0085) |
| 150 | Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) (90 cm equilateral triangle)(HW-W0070) |
| 151 | Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) 30cm x 90cm rectangular (HW-W0092) |
| 152 | Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) (90 cm octagon)(HW-W0076) |
| 153 | Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery -1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification. (HW-W0106) |
| 154 | RCC Retaining Wall at Km 57/6 |
| 155 | Earth work excavation in all classes of soils, such as hard stiff clay, stiff black cotton, hard red earth, shale’s, murram, gravel, stoney earth etc., and depositing on bank with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds, wherever necessary etc., complete as per standard specification for foundation of Retaining wall (Morth No. 111, 112, 301, 305, 900) |
| 156 | Plain Cement Concrete M-10 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for leveling course of Retaining Wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 157 | Vibrated ReinforcedCement Concrete M30 (Design Mix)Grade using 20mm and belowISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete forRetaining Wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 158 | Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for PCC PARAPET OVERRetaining Wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 159 | Supply and fabrication of steel Grade Fe 500 D / Fe 550 D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grills. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900) |
| 160 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications (Morth No. 2706, 900) |
| 161 | Refilling behind Retaining wallusing foundationearthlaying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete. -1 Cum (Morth No. 111, 112, 304, 900) for usingFoundationearth |
| 162 | Retaining Wall at Km 62/10 |
| 163 | Earth work excavation in all classes of soils, such as hard stiff clay, stiff black cotton, hard red earth, shale’s, murram, gravel, stoney earth etc., and depositing on bank with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds, wherever necessary etc., complete as per standard specification for foundation of Retaining wall (Morth No. 111, 112, 301, 305, 900) |
| 164 | VibratedCement Concrete M-20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for BELOW SILL of Retaining Wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 165 | Vibrated Cement Concrete M-20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for footing (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 166 | Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for ABOVE SILL of Retaining Wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 167 | Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications (Morth No. 2706, 900) |
| 168 | Refilling behind Retaining wallusing cut earthlaying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete. -1 Cum (Morth No. 111, 112, 304, 900) for using foundation earth |
| 169 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 170 | Basic cost of value put to tender as per estimate |
| 171 | Add GST at 18% |
| 172 | Total Value put to Tender |
| 173 | Differnce Amount (Excess/less) |
| 174 | Quoted Amount (Basic Rate Only) |
| 175 | Add GST at 18% of Quoted Amount |
| 176 | Total Value of Quoted Amount including 18% of GST |
| 177 | Basic cost of value put to tender as per Estimate |
| 178 | Quoted Rate in Figures(Total Value of Quoted Amount Including 18% of GST ) |
AI Tender Summary
Tender Timeline
Aug 29, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 30, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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