Tender For Provision Of Link Road For Ground Data Terminal R /Artn And External Pilot Stand At Caats, Nasik
Tender Value
34.32 Lakhs
Estimated cost
Bid Submission
22 Oct 2026
12 days left
EMD
69000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nashik → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Link Road For Ground Data Terminal R /Artn And External Pilot Stand At Caats, Nasik
BOQ
| Sl. No. | Item Description |
| 1 | Excavation over areas n.exc 1.50 m deep and getting out in soft/loose soil all as specified and as directed |
| 2 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for taking out pipe line etc for repairs / laying cables etc and getting out in soft / loose soil complete all as specified and as directed by the Engineer - in - Charge. |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed by the Engineer - in - Charge. |
| 4 | Removal of excavated material [soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed by the Engineer - in - Charge. |
| 5 | Removing excavated material exc 50 but n.exc 250 mtr and depositing where directed at a level n.exc 1.50m above the starting point (Soils) all as specified and as directed |
| 6 | M & L for Moorum/red bajri filing in pavings laid in layers not exc 15 cm thick, spread, levelled and rammed, rolled and consolidated to required gradient and camber incl watering with power roller complete all as specified and as directed by Engr - in - charge. |
| 7 | Rolling to formation level in cutting with power roller complete all as specified and as directed by Engr-in-charge. |
| 8 | M & L for 150mm thick (compacted thickness) Granular Sub Base (GSB) of grade l as per table 400-l of MORT&H, IRC specification laid with mechanical paver, rolled and compacted to required gradient and camber with 8 to 10 tones power roller and vibratory roller complete as per MORTH specification clause-401 incl all tools and plants etc complete all as specified and as directed by Engr-in-charge. |
| 9 | M&L for laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) in two layers of 75mm each using Sensor paver, grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and directed. |
| 10 | M & L for 225mm thick (compacted thickness) Wet Mix Mecadam (WMM) in two layers as per MORT&H specification using crusher broken graded stone aggregate laid with mechanical paver, rolled and compacted to required gradient and camber with 8 to 10 tonnes power roller and vibratory roller complete all as specified and as directed by Engr-in-charge. |
| 11 | M&L for Preparing of unsurfaced water mix macadam surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying prime coat with primer VG-10 @ 7.5 kg/10 Sqm complete all as specified and directed. |
| 12 | M & L for premixed bituminous macadam laid, spread using mechanical paver with 4% binder content by weight of total mix, using paving bitumen binder of grade VG-30 grade by weight of total mix, rolled and compacted to required gradient and camber using power roller of capacity exceeding 8 tonne but not exceeding 12 tonne (consolidated thickness 75 mm or less) complete all as specified and as directed by Engr-in-charge. |
| 13 | M & L for preparing new bituminous macadam black top surfaces by brushing with wire brushes for removing cake muds etc sweeping with broom & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and aplying a priming/tack coat of paving bitumen VG-10 grade @ 2.50 Kg/Xsqm complete all as specified and as directed by Engr-in-charge. |
| 14 | M & L for Bituminous premix Semi-dense asphaltic concrete (SDAC) 40 mm consolidated thicknesss wilth 5.00% binder (paving bitumen) of grade VG-30 content by weight of total mix by using mechanical paver and vibratory roller, spread, rolled and compacted to required camber and gradient and complete all as specified and as directed by Engr-in-charge. |
| 15 | M & L for preparation of new black top surfaces and painting lines, dashes, letters, arrows etc of any width or girth on road pavement and like with 2mm thickness thermoplastic road marking paint white or golden yellow with glass reflectorised beads applied mechanically with thermoplastic applicator machines all as per manufactures instructions complete all as specified and as directed by Engr-in-charge. |
| 16 | M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3, including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including necessary eartwork and making drainage opening wherever required complete all as specified and as directed |
| 17 | M&L for appyling two coat of synthetic enamel paint over a coat of primer on concrete surfaces all as specified and directed |
| 18 | M & L for Providing and Laying Dry lean Concrete (DLC) 125 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa Minimum cement content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge work 2013 |
| 19 | Supply and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joint as minimum 300mm. (No additionaI amount to be paid for overlap) |
| 20 | M & L for 10 mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and directed. |
| 21 | M&L for formwork to sides of concrete for fair finished flat surface of concrete all as specified and as directed |
| 22 | M & L for Pavement quality concrete (PQC) of minimum 28 days field Flexural strength of 45Kg/ Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15 2017, coarse aggregate of clean, hard strong, dense non-porous and durable pieces of crushed stone gravel, fine aggregates of clean natural sand crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular virgin synthetic fibre @ 0.25% by weight of cement. PQC laid, spread and compacted with surface vibrator,vibrating screed, needle vibrators and finishing suface of concrete paventment by brooming including curing with crushed sand or by ponding complete all as specified and directed. |
| 23 | M & L for Cutting of construction joints 25 mm deep and 10 mm wide by early entry saw cut using diamond bi cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and the debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 12 mm dia, application of bond break tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN- 141875- 2003 with minimum movement accommodation factor (MAF) of +I- 30 % having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete all as specified and directed |
| 24 | Supply, laying, jointing and testing of XLPE insulated, screened, PVC bedded galvanised round steel wire or steel strip armoured LT electric power cable heavy duty with multi stranded aluminium conductor, 1100 Volts grade lay in trenches, ducts, along pole, along Transformer cross sectional area 95 Sqmm 3.5 Core complete all as specified and directed. |
| 25 | M & L for Double Walled Corrugated DWC HDPE Pipe of outer dia 90mm and innter dia 75mm including 90 degree bends with coupler and rubber ring laid in trenches of size 90 mm suitable for cable protection complete all as specified and directed. |
| 26 | M & L for Boring of holes under road, pavement, hard standing by trenchless technology using ultra sound technique and necessary machine for LT UG cables suitable for 0.4 mpa working pressure all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysOct 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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