Tender For Repair / Replacement Of Drains, Paths, Hardstandings, Fencing And Boundary Walls In Otm Accn, Md Accn And Central Amenities At Itarana Mil Cantt Under Age B/R-I, Alwar.
Tender Value
32 Lakhs
Estimated cost
Bid Submission
04 Sep 2026
11 days left
EMD
64000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Alwar → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair / Replacement Of Drains, Paths, Hardstandings, Fencing And Boundary Walls In Otm Accn, Md Accn And Central Amenities At Itarana Mil Cantt Under Age B/R-I, Alwar.
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of cement concrete (unreinforced) in ground floors, pavings and other similar works, not exceeding 15 cm thickness, whether below or above ground level, including breaking into manageable pieces, removal of debris and making good disturbed surfaces, complete all as specified and directed by GE. |
| 2 | Demolition of cement concrete (unreinforced) in ground floors and pavings exceeding 15 cm thickness, including breaking, removal of material and debris and making good disturbed surfaces, complete all as specified and directed by GE. |
| 3 | Dismantling of stone slabs and tiles of any description and thickness laid in floors, pavings, aprons, pillars, columns, slabs, pathways and the like, whether laid dry or laid dry and pointed, including lifting carefully, breaking where necessary and cleaning the affected surface, complete all as specified and directed by GE. |
| 4 | Dismantling of cement concrete (unreinforced) kerb stones and the like of any description and in any position, including breaking, removal and cleaning of the affected area, complete all as specified and directed by GE. |
| 5 | Demolition of brickwork or stone/boulder masonry built in cement mortar or cement lime mortar, including demolition of all quoins, arches, pillars and the like, but excluding ashlar facings, dressed stonework and precast concrete articles, including breaking, removal and cleaning of site, complete all as specified and directed by GE. |
| 6 | Taking down cement or cement lime plaster of any description from brick or stone walls and similar surfaces, including raking out joints, hacking for key, scrubbing down with water and cleaning the surface ready to receive new treatment, complete all as specified and directed by GE. |
| 7 | M&L for brickwork with old size flyash bricks, straight or curved on plan exceeding 6 m mean radius, built in cement mortar 1:6, including soaking of bricks, preparation of mortar, laying in proper bond, filling and finishing of joints and curing, complete all as specified and directed by GE. |
| 8 | M&L for walling of random rubble, uncoursed stone masonry, well bonded, properly bedded and solidly hearted, built in cement mortar 1:4, including selection and dressing of stones, filling of hearting and joints and curing, complete all as specified and directed by GE. |
| 9 | M&L for Extra over stone walling for hammer dressing to face stones and dressing of faces, beds and joints of random rubble walling, with maximum depression on face not exceeding 20 mm from a straight edge held against the dressed surface, complete all as specified and directed by GE. |
| 10 | M&L rendering 15 mm thick in cement mortar 1:4 on stone masonry surfaces or on surfaces other than fair faces of brick masonry, finished even and smooth without using extra cement, including preparation of background, application, finishing and curing, complete all as specified and directed by GE. |
| 11 | M&L for preparation of newly plastered wall surfaces and application of two coats of cement based paint over one coat of primer/chalk whiting, including preparation of surface, removal of dust and loose particles, application of primer and two finishing coats uniformly and complete, all as specified and directed by GE. |
| 12 | M&L PCC 1:3:6 Type C2 using 20 mm graded stone aggregate for construction of surface channels, drains and similar works, including mixing, laying, compacting, finishing, necessary formwork and curing, complete all as specified and directed by GE. |
| 13 | M&L for Extra over PCC for forming fair finished drains or channels exceeding 30 cm inner girth, including extra cement, necessary forms and moulds, mitred/stopped ends, finishing and all incidental work, complete all as specified and directed by GE. |
| 14 | M&L cement concrete Type B1, 1:2:4 using 20 mm graded stone aggregate for copings, including preparation of surface, mixing, placing, compacting, finishing to required line, level and slope and curing, complete all as specified and directed by GE. |
| 15 | Supply only glass dividing strips 3 mm thick and 38 mm wide, suitable for forming division joints in cement concrete/tile work, complete as specified and directed by GE. |
| 16 | M&L cement concrete 75 mm thick, 1:2:4 Type B-2 using 40 mm graded stone aggregate for pathways/hardstandings, laid in alternate bays, each panel not exceeding 3.00 sqm, including preparation of base, laying, compacting, finishing the surface even and fair without using extra cement, necessary formwork and curing, complete all as specified and directed by GE. |
| 17 | M&L 20 mm thick granite tiles of any type, machine cut, including bedding and jointing with grey cement slurry, pointing with white cement and pigment to match the shade of granite stone, grinding and polishing, including 15 mm thick screed bed in cement mortar 1:6, complete all as specified and directed by GE. |
| 18 | M&L 20 mm thick granite tiles of any type, machine cut, for skirting/dado, laid over cement screed and jointed with grey cement slurry, pointed with white cement and pigment to match the shade of granite stone, including grinding and polishing and 10 mm thick rendering in cement mortar 1:4 for receiving stone, complete all as specified and directed by GE. |
| 19 | M&L rubber moulded concrete colour tiles with grey cement and pigment, size 300 mm x 300 mm x 22–25 mm thick, laid over and including 20 mm thick cement mortar screed in CM 1:6, including preparation of base, bedding, jointing, finishing and curing, complete all as specified and directed by GE. |
| 20 | M&L machine pressed precast concrete interlocking paver blocks of any shape and size, with grey cement and pigment, conforming to IS 15658:2006, 60 mm thick, M-35 grade, laid over sand cushioning, including preparation of base, laying, alignment, cutting at edges and joint filling, complete all as specified and directed by GE. Sand cushioning shall be measured and paid for separately. |
| 21 | S&F machine pressed precast concrete interlocking paver blocks of any shape and size, conforming to IS 15658:2006, 60 mm thick, M-35 grade, with grey cement and no pigment, laid over sand cushioning, including preparation of base, laying, alignment, cutting at edges and joint filling, complete all as specified and directed by GE. Sand cushioning shall be measured and paid for separately. |
| 22 | All as per item Nos. 20 and 21 hereinbefore, except that existing/old tiles shall be carefully taken up, cleaned, stacked and reused in the work, including relaying, bedding, jointing, alignment and finishing, complete all as specified and directed by GE. |
| 23 | M&L machine pressed precast concrete interlocking paver blocks of any shape and size, with grey cement and pigment, conforming to IS 15658:2006, 80 mm thick, M-40 grade, laid over sand cushioning, including preparation of base, laying, alignment, cutting at edges and joint filling, complete all as specified and directed by GE. Sand cushioning shall be measured and paid for separately. |
| 24 | S&F machine pressed precast concrete interlocking paver blocks of any shape and size, conforming to IS 15658:2006, 80 mm thick, M-35 grade, with grey cement and without pigment, laid over sand cushioning, including preparation of base, laying, alignment, cutting at edges and joint filling, complete all as specified and directed by GE. Sand cushioning shall be measured and paid for separately. |
| 25 | Supply and laying of sand, including spreading, levelling, watering where necessary, ramming/compacting in layers not exceeding 25 cm thickness each, dressing to required levels and profiles and complete as directed by GE. |
| 26 | M&L cement concrete 75 mm thick, 1:4:8 Type D-2 using 40 mm graded stone aggregate as sub-base of floors, including preparation of base, mixing, laying, compacting, levelling, finishing and curing, complete all as specified and directed by GE. |
| 27 | M&L precast factory-cast cement concrete kerb stones cast in PCC 1:2:4 Type B-1 using 20 mm graded stone aggregate, with plain or interlocking joints as directed, in solid blocks exceeding 10 cm in width, including setting, alignment, cutting where required and jointing in cement mortar 1:6, complete all as specified and directed by GE. |
| 28 | M&L for preparation of new untreated concrete or plastered surfaces of kerb stones of any description exceeding 10 cm girth or width and application of two coats of synthetic enamel paint in black and white colours over one coat of primer, including cleaning, preparation and finishing coats, complete all as specified and directed by GE. |
| 29 | M&L for preparation of old kerb stones, old interlocking tiles/chequered tiles as laid on paths, of any shape and size, including cleaning, scraping/removal of loose paint and preparation of surface and application of two coats of synthetic enamel paint in approved colour shade, complete all as specified and directed by GE. |
| 30 | M&L cement concrete 1:2:4 Type B-1 using 40 mm graded stone aggregate in surface channels, gaps between road and roadside kerb stones and the like, including preparation of base, placing, compacting and finishing the top of benching even and smooth using extra cement, complete all as specified and directed by GE. |
| 31 | M&L 75 mm thick cement concrete 1:3:6 Type C1 using 20 mm graded stone aggregate for plinth protection, laid in alternate bays not exceeding 2.5 m length, finished even and smooth, with joints filled with bituminous mastic, including necessary formwork, preparation of base, compaction, finishing and curing, complete all as specified and directed by GE. |
| 32 | Dismantling asbestos cement corrugated or semicorrugated sheets in roof covering, including careful removal of fixing accessories, handling and lowering of sheets and making good the affected supporting surface, complete all as specified and directed by GE. |
| 33 | M&L pre-painted galvalume aluminium-zinc coated GI-based plain steel sheets, 0.50 mm thick, of approved colour, having tensile strength of 550 MPa, for roof covering/cladding to walls and eaves boards, including cutting, fitting, overlaps, necessary accessories and fixing with self-tapping screws, complete as specified and directed by GE. |
| 34 | M&L pre-painted galvalume aluminium-zinc coated GI-based corrugated steel sheets, 0.50 mm thick, of approved colour, having tensile strength of 550 MPa, for roof covering/cladding to walls, including cutting, fitting, overlaps, necessary accessories and fixing with self-tapping screws, complete as specified and directed by GE. |
| 35 | S&F steel work in tubular sections for purlins, rafters and similar structural/supporting members, including cutting, fabrication, welding, drilling, erection, fixing, special shaped washers and necessary accessories, using induction butt-welded tubes conforming to IS 1161:1998, Grade St-240, complete all as specified and directed by GE. |
| 36 | M&L roughcast plaster on exterior walls, including application of undercoat of cement and sand mortar 1:3 not less than 10 mm thick and, while the undercoat is still in plastic state, application of roughcast mixture consisting of crushed stone/fine gravel aggregate 6 to 12 mm size mixed with coarse sand and cement in ratio 1:1:1, finished even, including preparation of surface and curing, complete all as specified and directed by GE. |
| 37 | Demolition of reinforced cement concrete of any description and in any position, including cutting of reinforcement as required to facilitate demolition, breaking, lowering, removal of debris and cleaning of site, complete all as specified and directed by GE. |
| 38 | M&L RCC Type B1 (1:2:4) using 20 mm graded stone aggregate in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs, shelves, culvert slabs and the like, including mixing, placing, compacting, vibration, finishing, necessary formwork and curing, complete all as specified and directed by GE. |
| 39 | S&F 75 mm thick steel fibre reinforced concrete (SFRC) manhole cover with iron frame, medium duty, complying with IS 12592 BIS standard, having minimum load bearing capacity of 5 tonnes/sqm, in square, rectangular or circular shape, including frame, seating, alignment, fixing and making good, complete all as specified and directed by GE. |
| 40 | Excavating in post holes or similar excavations, each not exceeding 0.5 cum, including getting out, returning and filling in and ramming earth or broken rubble mixed with earth around posts in layers not exceeding 25 cm, in soft/loose soil, complete all as specified and directed by GE. |
| 41 | M&L cement concrete Type C-2, 1:3:6 using 40 mm graded stone aggregate in foundation filling/mass concrete for post holes and similar works, including mixing, placing, compacting, finishing and curing, complete all as specified and directed by GE. |
| 42 | Dismantling existing fencing of wire mesh of any type, including cutting and removing mesh, taking down fixing accessories and standards wherever required and making the site ready for new fencing, complete all as specified and directed by GE. |
| 43 | Dismantling wrought iron or mild steel work of any description not otherwise specifically provided for, including cutting, taking down, removal of fixing accessories and cleaning of the affected area, complete all as specified and directed by GE. |
| 44 | Dismantling posts, purlins or any part of trusses, struts and similar members of wood, steel or RCC, of any section, including taking out embedded portions, cutting where necessary and making good disturbed ground or wall, complete all as specified and directed by GE. |
| 45 | S&F mild steel joist, angle, channel or tee sections, independently fixed in concrete as fencing posts and for similar works, conforming to Fe 410 or Fe-310-0 grade, including cutting, drilling, fabrication, erection, alignment, fixing, necessary concrete encasement and all accessories, complete all as specified and directed by GE. |
| 46 | S&F purpose-made mild steel bolts with hexagonal or square head at one end and screwed at the other end or screwed at both ends, each complete with washers and hexagonal or square nuts, exceeding 50 mm and not exceeding 75 mm long, with 16 mm dia shank, including fitting and tightening, complete all as specified and directed by GE. |
| 47 | Fixing only chain link fencing, including line wire, of any mesh size and type, to any type of standards, rails, straining bolts and similar supports, including provision of binding wire, fixing, tensioning, alignment and all necessary accessories, complete all as specified and directed by GE. |
| 48 | Supply only chain link MS galvanised fencing of any mesh size or type, weighing not exceeding 4.00 kg/sqm, suitable for fencing work, complete as specified and directed by GE. |
| 49 | S&F Mild steel bars 10mm dia and over, cut to length, bent to shape required, includingcranking, 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 and directed by GE. |
| 50 | S&F in repair galvanised two-strand steel barbed wire, 2.24 mm dia, with 2 mm dia barbs at 75 mm spacing, strained and fixed to any type of standard rails, straining bolts and similar supports, including securing/tying at crossings and provision of galvanised mild steel wire, staples or steel pins and taking down existing barbed wire, complete all as specified and directed by GE. |
| 51 | M&L for treating ends of posts, backs of chowkhats and similar portions, area tarred exceeding 0.1 sqm but not exceeding 0.5 sqm each, including preparation of surface, application of approved protective/tarring treatment and finishing, complete all as specified and directed by GE. |
| 52 | M&L for preparing new steel surfaces of any description exceeding 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide zinc chrome primer, including cleaning, removal of rust/scale, preparation of surface, primer coat and finishing coats, complete all as specified and directed by GE. |
| 53 | All as per item No. 52 hereinbefore, but for portions not exceeding 10 cm in width or girth, including preparation of surface and application of specified protective treatment, complete all as specified and directed by GE. |
| 54 | M&L for preparation of old painted steel surfaces exceeding 10 cm in width or girth and application of one coat of synthetic enamel paint over existing painted surface, including cleaning, scraping of loose paint, preparation and finishing, complete all as specified and directed by GE. |
| 55 | M&L for preparation of old existing chain link fencing surfaces and application of one coat of silver aluminium paint over old painted surfaces, including cleaning, removal of loose/rusted paint, surface preparation and uniform application of paint, complete all as specified and directed by GE. |
| 56 | S&F precast cement concrete louvres and jallies, 25 mm thick, Type B0 (1:2:4) using 12.5 mm aggregate, including all mouldings, but excluding frame, measured solid, set in cement mortar 1:6, including alignment, bedding, jointing and finishing, complete all as specified and directed by GE. |
| 57 | M&L reinforced concrete pipes, Class NP-2, 450 mm bore, laid and jointed complete with collars in cement mortar, including demolition of existing old pipe, preparation of bed, lowering, laying, alignment, jointing, collaring and making good, complete all as specified and directed by GE. |
| 58 | M&L reinforced concrete pipes, Class NP-2, 300 mm bore, laid and jointed complete with collars in cement mortar, including demolition of existing old pipe, preparation of bed, lowering, laying, alignment, jointing, collaring and making good, complete all as specified and directed by GE. |
| 59 | M&L for PCC 1:4:8 Type D-2 using 40 mm graded stone aggregate in foundation/bed mass concrete for RCC pipe 450 mm bore, including preparation of bed, mixing, laying, compacting, levelling and curing, complete all as specified and directed by GE. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysSep 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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