Tender For Provision Of Road In The Area Of Mechanised Infantry School At Mechanised Infantry Centre & School Ahilyanagar
Tender Value
43.37 Lakhs
Estimated cost
Bid Submission
25 Aug 2026
2 days left
EMD
87000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ahmednagar → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Road In The Area Of Mechanised Infantry School At Mechanised Infantry Centre & School Ahilyanagar
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-Aug-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 25-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in any kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) as directed by Engineer-in-charge. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) 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 upto 1.5 m, including getting out in all kind of soil and disposal of surplus excavated soil within a lead of 50 m as directed |
| 3 | Excavating in trenches n.exc 1.5 m wide and n exc 1.5 m in depth and getting out in all kinds of soil complete all as specified and as directed. |
| 4 | Excavating in trenches exc 1.5 m wide and n.exc 3.0 m in depth and getting out in any kind of soil complete all as specified and as directed. |
| 5 | Returning, filling in, including spreading, leveling, watering & well ramming in layers not exc 25 cm Hard/dense soil complete all as specified and as directed. |
| 6 | Removing of excavated material n.exc. 250 m and depositing where directed as directed by Engineer-in-charge. |
| 7 | Removing excavated material exc 250 m but n.exc 500 m and depositing where directed at a level n.exc 1.5 m above the starting point (Soils) as directed |
| 8 | Forming embankments including raising (or lowering) earth (non-expansive soil), spreading in layers n.exc 30cm thick; watering, ramming/rolling and finishing to required size, shape etc n.exc 1.5 m high from base complete all as specified and directed by Engineer-in-charge |
| 9 | Forming embankments including raising (or lowering) earth (non-expansive soil), spreading in layers n.exc 30 cm thick; watering, ramming/rolling and finishing to required size, shape etc exc 1.5m high but n.exc 3.0m from base complete all as specified and directed by Engineer-in-charge |
| 10 | M&L for Moorum/red bajri filling in pavings laid in layers of 15 cm thick or less (as required), 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 Engineer-In-Charge. |
| 11 | M&L for PCC 1:4.8, type D-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete all as specified. |
| 12 | M & L for Brickwork in cement mortar 1:6 with fly ash bricks straight or curved on plan exc 6 m mean radius complete all as specified and as directed. |
| 13 | M&L for PCC 1:3.6, type-C1 (using 20mm graded aggregate) as in copings including weathering, slightly rounded or chamfered angles & throating as directed |
| 14 | M&L for Cement concrete 1:2:4, type B0, 12.5 mm using aggregate in surface channels and drains, avg 50 mm thick complete all as specified and as directed. |
| 15 | M&L for rendering 15 mm thick in CM 1:4 on fair faces of brick work or concrete surfaces on External surface all as directed |
| 16 | M & L for Rendering 10mm thick on fair faces of brick work or concrete surfaces (internal ) with CM 1:4 finished even & smooth without using extra cement in cement plaster |
| 17 | Rolling to formation level in cutting with power roller (exc 8 tonne and nexc 12 tonne) complete all as specified and as directed. |
| 18 | M&L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified in Table 400-1 of MoRTH specifications for Road and Bridge works- 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required, the materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density, Consolidating to required gradient and camber complete all as specified and as directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works-2013 |
| 19 | M&L for 225 mm thick (compacted thickness) Wet Mix Mecadam grading(WMM) in three layers 75 mm each grading as per table 400-13 of MORT&H specification 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, sreading with sensor paver and rolling with vaibrator roller of capacity 80 to 100 KN static waight and consolidatiating to required gradient and and camber complete all as specified and as directed by Engineer-in-Charge |
| 20 | M&L for Preparing WMM surface by brushing with wire brushes for removing caked mud etc sweeping with broom and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc by cleaning the WBM/WMM surface with power compressor and applying evenly priming/tack coat with bituminuos primer of VG-10 grade paving bitumen @ 7.5 kg/X sqm complete all as specified and as directed by Engineer-in-Charge |
| 21 | M&L for 50mm compacted thickness 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 complete all as specified and as directed by Engineer-In-Charge. |
| 22 | M&L for preparing new bituminuos 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 loosed dirt etc and applying a priming/tack coat of paving bitumen VG-10 grade paving bitumen @ 2.5 kg/Xsqm complete all as specified an as directed by Engineer-in-Charge |
| 23 | M&L for Bituminous premix Semi-dense asphaltic concrete (SDAC) 40 mm consolidated thickness with 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 chamber and gradient and complete all as specified and as directed by Engineer-In-Charge. |
| 24 | M&L for preparation of road surface and applying thermoplastic reflective paint for marking of minimum 2.0 mm thick single coat as a centre line or edge line etc, road marking n.exc 100 mm width using thermo plastic paint (Hot application) white/yellow by indigenous modern propelled road marking machine as directed including all ingredients such as binder, glass beads, titanium dioxide, calcium carbonate, inter fillers etc, thermoplastic requirement for glass beads shall be confirming to BS-6086 of most specification including spraying of glass beads etc complete all as per manufacturer's instructions and complete as all specified and directed. |
| 25 | Supply and fix solar cat eye alumnium alloy shall be 100% water proofing design according to IP67 of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono Crystalline solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufacturers instructions etc all as specified and directed.Make : DA 110 (DHRUV) of Darkeye or equivalent techno commecial model of makes specified. |
| 26 | Supply and fixing cat eye solar reflective type of size 100mm x 100mm x 18.5mm with PAMA striplens relector fixed with and incl MS stud of suitable size as per manufacturers instructions. Make : DA 978 of Darkeye or equivalent techno commecial model of makes specified. |
| 27 | Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on MS pipe of 50mm dia & 600 mm height duly powder coated, anti rust with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed.Make : DA 952 GP of Darkeye or equivalent techno commecial model of makes specified. |
| 28 | S&F for road side convex mirror for road safety with installation kit & adjustable fixing bracket (nuts & Bolts), ISO Certified 9001:2015 of size 800mm dia, made up of polycabronate, mounted on MS pipe of 2.1m long and dia of pipe is 80mm including RFR, removal and two coats of synthetic enamel paint over a coat of zinc chrome primer in MS pipe including necessary excavation and earthwork in any type of soil for fixing and embedding the MS pipe on ground with hold fasting using PCC (1:2:4) type B1 using 20mm graded aggregates (block size 0.3m x 0.3 m x 0.45m below GL) and proper grounting complete all as specified and directed by the Engr-in-Charge. |
| 29 | 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 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed |
| 30 | S&F 110 mm bore, PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches all as specified and as directed. |
| 31 | M&L for 450 mm dia Reinforced concrete pipes, class NP3, laid & jointed complete including with collars, as directed |
| 32 | M&L for PCC 1:4:8 type D-2, using 40 mm graded stone aggregate as in concrete bed to drain pipes, any type, of 450 mm internal dia including packing under and haunching against the sides of the pipes after they are laid & tested complete all as specified and directed. |
| 33 | M&L for Reinforced cement concrete 1:2:4, type B-1, using 20 mm graded stone aggregate as in precast cement concrete cover slabs complete all as specified and directed. |
| 34 | M&L for mild steel deformed or twisted bars (TMT bars) 10mm dia & over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 25, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysAug 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysSep 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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