Tender For Repair To Drain Path Culvert And Certain B/R Works At Hattigor Mil Stn Under Ge Rangia
Tender Value
49 Lakhs
Estimated cost
Bid Submission
15 Jul 2026
2 days left
EMD
98000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Baksa → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair To Drain Path Culvert And Certain B/R Works At Hattigor Mil Stn Under Ge Rangia
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc. and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. |
| 2 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge. |
| 3 | Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge. |
| 4 | M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete with necessary formworks (as/if required), complete all as per specified and as directed by Engineer-in-charge. |
| 5 | M&L for Providing Cement Concrete 1:2:4, type B-1 (20mm graded aggregate) as in benching/Coping, edging, etc. and finishing the Concrete surfaces Fair and Even including necessary Formwork required at Site(s) including demolition of existing old damaged PCC, complete all as specified and as directed by Engineer-in-charge. |
| 6 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius built and set in cement mortar 1:6, incl demolition of existing B/W,complete all as per specified and as directed by Engineer-in-charge. |
| 7 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built and set in cement mortar 1:4, incl demolition of existing B/W,complete all as per specified and as directed by Engineer-in-charge. |
| 8 | M&L for Rendering (Externally) 15mm thick in Cement Mortar 1:4 on other than fair faces Brick Walls/Concrete Surfaces/ other side of lathing, plastered surfaces finished Even and Smooth without using Extra Cement, complete all as specified and as directed by Engineer-in-charge. |
| 9 | M&L for precast reinforced cement concrete 1:2:4, type-B1 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes, etc.) and similar articles with plain faces and set in cement mortar 1:4, including demolition of existing old damaged RCC, complete all as per specified and as directed by Engineer-in-charge. NOTE : Reinforcement will be measured and paid separately under relevant Item. |
| 10 | S&F of TMT bars 8-10mm dia, 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 and as directed by Engineer-in-charge. |
| 11 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in surface channels and drains finishing concrete surfaces even and smooth with using extra cement including necessary formwork and demolition of existing damaged drains, complete all as specified and as directed by Engineer-in-charge. |
| 12 | S&F in-repair of 2.5mm dia hot dip galvanised steel wire concertina coil of 600mm dia (Coil dia in stretched position) with CLR anti-corrossive coating fixing in angle iron frame as in fencing with hasp-staple and clips, complete all as specified and as directed by Engineer-in-charge. |
| 13 | Fixing only in-repair of Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc.(each line wire to be measured), complete all as specified and as directed by Engineer-in-charge. |
| 14 | M&L for providing 100 mm thick Cement concrete type B-2, 1:2:4 (40mm graded stone aggregate) as in floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including filling joints with bitumen and sand mixture of 1:3, use and waste of form work and finishing concrete surfaces even and fair and demolition of existing old damaged PCC of any type, complete all as per specified and as directed by Engineer-in-charge. |
| 15 | M&L for providing 75mm thick Cement concrete type C-2, 1:3:6 (40mm graded stone aggregate) as in floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including filling joints with bitumen and sand mixture of 1:3, use and waste of form work and finishing concrete surfaces even and fair and demolition of existing old damaged PCC of any type, complete all as per specified and as directed by Engineer-in-charge. |
| 16 | M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge. |
| 17 | M&L for providing glossy finished Chequered cement concrete coloured tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors., laid over 20mm thick cement screed 1:6 with grey cement and pigments to match, including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 18 | M&L for providing Machine pressed precast coloured concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade, with grey cement and pigment, including dismantling the existing old unserviceable paver block of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 19 | Relaying of existing disturbed paver block of any type and of any description with grey cement and pigment with and including providing necessary sand bed as required (avg 40mm), complete all as per specified and as directed by Engineer-in-charge. |
| 20 | M&L for providing Vitrified Ceramic light shade tiles 8 to 10 mm thick (square/ rectangular) area of each tile not exceeding 0.36 sqm, in floors etc., laid over 20mm thick cement screed 1:6 set and jointed in neat cement slurry and pointed in white or coloured cement to match, including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 21 | M&L for providing Vitrified Ceramic light shade tiles 8 to 10 mm thick (square/ rectangular) area of each tile not exceeding 0.36 sqm, in vertical surfaces (like skirting, dado, etc.), over 10mm thick cement screed 1:3 set and jointed in neat cement slurry and pointed in white or colour cement to match, including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 22 | M&L for providing Non-skid Ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc., laid over 20mm thick cement screed 1:6 set and jointed in neat cement slurry and pointed in white or coloured cement to match, including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 23 | M&L for providing Glazed ceramic coloured tiles in vertical surface (like skirting, dado, etc.) 350x 250x 7/ 300x 450x 7 mm thick, over 10mm thick cement screed 1:3 set and jointed in neat cement slurry and pointed in white or colour cement to match, including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 24 | 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), includingmaking drainage opening wherever required including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 25 | M&L for Renewing glazed ceramic floor/ wall tiles in patches, area n exc 5 sq.m. Including removing and cleaning old tiles, preparing beds in cement morter 1:3, 10-15mm thick and laying or setting, jointing and pointing new or old tiles complete all as per specified and as directed by Engineer-in-charge. |
| 26 | M&L for Renewing chequered cement concrete tiles in patches, area n exc 5 sq.m. Including removing and cleaning old tiles, preparing beds in cement morter 1:4, 15mm thick and laying or setting, jointing and pointing new or old tiles complete all as per specified and as directed by Engineer-in-charge. |
| 27 | M&L for Hardcore with broken stones/ boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed by Engineer-in-charge. |
| 28 | S&F in-repair of second class hard wood plain fillets in square, rectangular or triangular in section, clean sawn, secured with nails or brads of sectional area exc. 13sqcm but not exc.25sqcm, complete all as specified and as directed by Engineer-in-charge. |
| 29 | S&F in-repair of solid PVC wall panneling consisting of 5mm thick wood grain printed PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per specification, complete all as specified and as directed by Engineer-in-charge. |
| 30 | S&F of 5mm thick PVC sheet fillet of width 35mm for wall paneling inclusive of fixing on to wall to make PVC Frame, complete all as per specified and as directed by Engineer-in-charge. |
| 31 | S&F in-repair of powder coated Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel suspended from ceiling by means of 4mm dia GI hanger with and including fixing/ laying/ inserting of pre-painted (white) 4mm thick designer classic E-boards (595x595 mm) to GI frame work, complete all as specified and as directed by Engineer-in-charge. |
| 32 | Labour only for tightening, re-align and fixing in original position of the existing disturbed ceiling boards, complete all as specified and as directed by Engineer-in-charge. |
| 33 | M&L for preparing old plastered or unplastered surfaces of wall and applying one coat of distemper oil emulsion of any shade, complete all as specified and as directed by Engineer-in-charge. |
| 34 | M&L for preparing old plastered or unplastered surfaces of wall and applying one coat of white wash, complete all as specified and as directed by Engineer-in-charge. |
| 35 | M&L for preparation of old painted steel/ iron surfaces of any description, not otherwise described, over 10cm width or girth and applying one coat of Synthetic enamel paint (1st quality) of any tint, complete all as specified and as directed by Engineer-in-charge. |
| 36 | M&L for preparation of old painted wooden Surfaces of any description, not otherwise described, over 10cm width or girth and applying one coat of Synthetic enamel paint (1st quality) of any tint, complete all as specified and as directed by Engineer-in-charge. |
| 37 | M&L for preparing newly plastered surfaces of wall and applying two coats of cement base paint of any shade over a coat of alkali-resistant priming paint, complete all as specified and as directed by Engineer-in-charge. |
| 38 | M&L for cleaning of chocked/ blocked IWC/ EWC/ Nahani/ Floor/ Gully traps of any description and in any position as per user requirement including washing/cleaning upto Ist manhole complete all as specified and as directed by Engineer-in-charge. |
| 39 | M&L for Cleaning of sewage line of any diameter and of any description including manholes by manually or other means, to clear the sludge/blockage inside the sewage line and manholes and will be flushing with water to drain out sludge etc. inside the sewage line from manhole to ease the flow of sewage including removing the sludge upto a distance of 250m and re-fixing the manhole cover complete all as specified and as directed by Engineer-in-charge. |
| 40 | M&L for taking out deposited sludge and water from septic tanks of any type and size by mechanical means using sewage pump with tanker (truck mounted honey sucker) and removing night soil/sludge out of MOD land including sweeping/cleaning with water and spreader bleaching powder, complete all as specified and directed by Engineer-in-charge. (Only sludge shall be measured). NOTE- Disposal of sludge at outside MoD land shall be at contractor's own arrangement. |
| 41 | M&L for Disconnecting existing PVC tank, setting aside (or lowering if required) and Cleaning of service water tank exc 250 and n.exc 500 ltrs capacity and connected circulating pipes at any position by removing sludge, mud, moss, moulds, efflorescent salts, oil spots etc or any other foreign material from the bottom, cover and internal surfaces by scraping using wire brush draining out the water in the tank and washing internally by using bleaching powder and again draining out the water in the tank and applying single coat of lime washing on all tanks and marking the date of cleaning with white paint on black back ground including reconnecting and re-fixing in original position complete all as specified and as directed by Engineer-in-charge. |
| 42 | All as per Item No. 41 here-in-above, but for 1000 Litre tank, complete all as specified and as directed by Engineer-in-charge. |
| 43 | M&L for providing and laying in-replacement of 300mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars, complete all as specified and as directed by Engineer-in-charge. |
| 44 | M&L for providing and laying in-replacement of 450mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars, complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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