Tender For Repair & Maintenance Of Compound Wall, Drain, Hardstanding, Foothpath, Culverts, Fencing, Gate / Pillar Etc And Misc B/R Work At G Wing & W Wing Under Age B/R-Ii, Ge Babina
Tender Value
49.98 Lakhs
Estimated cost
Bid Submission
15 Sep 2026
13 days left
EMD
99960
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jhansi → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair & Maintenance Of Compound Wall, Drain, Hardstanding, Foothpath, Culverts, Fencing, Gate / Pillar Etc And Misc B/R Work At G Wing & W Wing Under Age B/R-Ii, Ge Babina
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of Brickwork or stone/ boulder masonry as in drain wall, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles all as directed by Engineer in Charge |
| 2 | M&L brick work with fly ash bricks (FASB) conferming to IS 12894, of strength M-10 straight or curved on plan exc 6m mean radius built cement mortar 1:6 complete all as specified and as directed. |
| 3 | M&L Brick work with subclass ‘B’ burnt bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 all as specified and directed. |
| 4 | M&L Brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 except bricks as specified and directed. |
| 5 | Taking down cement plaster on brick or stone walls etc incl racking out joints hacking for key and scrabbing down with water etc.all as directed by Engineer in Charge |
| 6 | M & L 15 mm thick rendering in cement mortar (1:4) on brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed. |
| 7 | M & L two coat of white wash on newly plastered wall surface and including preparation of surface all as specified and directed. |
| 8 | M&L preparing old decorated plastered or unplastered surfaces of wall, pilasters, cornices etc by brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spot and applying two coat of white wash complete all as specified and as directed. Note: All grass, trees should be removed from the chajjas, and wall during the time of white wash, No extra payment shall be paid to the contracotrs |
| 9 | M & L for preparation of new plastered surface and applying two coat of cement base paint on external surface etc complete all as specified and as directed. |
| 10 | M & L for complete removal of existing treament and applying two coat of cement base paint over a coat of alkali resistant priming paint on old external surface complete all as specified and as directed. |
| 11 | Demolition of cement concrete (unreinforced) in ground floors and paving n. exc 15 cm thickness below or above ground level complete all as specified and as directed. |
| 12 | M&L PCC (1:3:6) type C-1 using 20 mm graded store aggregate as in coping / surface channel /drains, sub base, floor complete all as specified and as directed. |
| 13 | M&L Cement concrete in foundations, filling , sub base and mass concrete 1:4:8 type D2 (using 40mm graded stone agg) complete all as specified and directed |
| 14 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using forms, moulds, mitred/ stopped ends etc.all as directed by Engineer in Charge |
| 15 | Surface excavation n. exc 30 cm deep & averaging 15 cm deep and getting out in soft / loose soil all as directed by Engineer in Charge |
| 16 | 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 making drainage opening whereever required complete all as directed by Engineer in Charge |
| 17 | M&L for machine pressed precast concrete interlocking paver block any shape ans size confirming IS 15658-2006 of 80 mm thick M-40 grade factory made ISI marked chamfered edge with approved colour or grey cement, design & pattern as in footpath, parks, lawns, drive ways or heavy veh parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in grey cement & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete.complete all as specified and as directed. |
| 18 | M&L Providing and laying 60 mm thick factory made chamfered edge rubber moulded glossy finished cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape,made by table vibratory method using PU mould, laid in required colour & patternover and including 50 mm thick compacted bed of fine sand, compacting and properembedding/ laying of inter locking paver blocks into the sand bedding layer throughvibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sandt complete all as specified and directed. |
| 19 | M&L for coloured precast machine pressed cement concrete chequered tiles of glossy finish size 30cm x 30cm x 25mm thick conforming to IS : 1237-1980 shall be laid in neat cement slurry over and including 15 mm thick cement mortar screed in 1:4 and joints between the tiles to be filled tile grout or equilent complete all as specified and directed. |
| 20 | M&L Vitrified Heavy duty paver colour Indura tiles 40cm x 40cm x 10mm thick, set, jointed and pointed in neat cement slurry in floors over 15mm thick screed bedding specified and directed by engr-in-charge. |
| 21 | Demolition and breaking up drain pipes (Salt glazed ware, AC/PVC/CI or Reinforced concrete) set in cement mortar in floors or wall in 100mm dia meter complete all as specified and directed |
| 22 | S&F PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to wall with clamp out of 25x3mm flate Iron including bolts and nuts 110mm bore complete all as specified and directed |
| 23 | S &F of 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed |
| 24 | S &F of 75mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or in floors / wall complete all as specified and directed |
| 25 | S&F PVC (SWR) bends any radius 110mm bore complete all as specified and directed |
| 26 | S&F PVC (SWR) bends any radius 75mm bore complete all as specified and directed |
| 27 | Dismantling of existing RCC, wood, or steel fencing post embedded in concrete, brick work etc including taking out embedded portion of post in concrete and making good to disturbed ground complete all as specified and as directed. |
| 28 | Excavation in post holes (or similar holes) each not exc 0.5 cum , getting out in any type of soils and removing surplus soil to a distance not exc 50m and as directed. |
| 29 | M & L for RCC design mix M-25 using 20mm graded stone aggregate as in columns, pillars, posts, strut etc a complete all as specified and directed. |
| 30 | M&L TMT bars 10 mm dia and over cut to length, bent to shape required incl cranking, bending spirally for hopping for columns hooking ends and binding with MS wire (annealed) not less than 0.9mm dia quality confirming to all as specified. |
| 31 | M & L for TMT bars 6 mm to 8 mm dia, cut to length, bent to shape reqd, including cranking bending spirally for hooping for columns , hooking ends and binding with and including mild steel (annealed) not less than 0.90 mm dia or securing with clips complete all as specified and directed. |
| 32 | Formwork to sides of pillars, posts, struts, piers, columns, and stanchions in square/ rectangular rough finished surface of concrete all as directed by Engineer in Charge |
| 33 | S&F MS framed work as Angle iron work as in post, gates of angle or other section with gusset plates, rails,braces,flat iron, wind tie etc.,complete, drilled for fixing of steel sheeting or other covering,roof truss tube etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive or steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete of Fe-410-W (Gde-E-250) complete all as specified and directed. |
| 34 | S&F Galvanized two strands steel barbed wire 2.24 mm dia barbed with 2.00 mm dia barbs at 75 mm spacing and straining and fixing to any type of strandard rails straining bolts including securing or laying at crossing with and provn of galvanized mild steel wire staples are steel pins as directed. |
| 35 | M&L 40 mm thick cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate)as in floor complete all as specified and as directed. |
| 36 | Supply only Glass dividing strips , 3 mm thick , 38mm width complete all as specified and as directed. |
| 37 | M&L 75mm thick cement concrete 1:3:6 type C1 (using 20mm graded crushed stone aggregate) as in plinth protection / path laid in panel surface finished even and fair complete all as specified and as directed. |
| 38 | Dismentling iron work in any description , any position complete all as directed by Engineer in Charge. |
| 39 | Supply only chain link mild steel galvanised fencing of any size or type and all as specified and as directed by Engr-in-Charge. |
| 40 | Fixing only chain link fencing of any size or shape in RCC/Angular post with nut & bolt and all other as specified and as directed by EIC. |
| 41 | S/F mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm but n exc 10cm long . Dia of neck 5 to 10 mm complete all as specified and directed by Engr-in-Charge. |
| 42 | S&F 10 mm round bars and over as in stiffner to hold the chain link fencing fixed with angle iron post inclucinding necessary welding and fixing arrangement at ends complete all as specified and as directed . |
| 43 | M & L for prepariation of new or previously untreated steel surfaces of any description, exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer all as directed by Engineer in Charge. |
| 44 | M & L for prepariation of new or previously untreated steel surfaces of any description, not exc 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer all as directed by Engineer in Charge. |
| 45 | M&L, for PCC 1:2:4 type B-1 using 20mm graded stone agg as in coping on side of Path / Hard Standing / similar work including necessary form work etc complete all as specified and directed. |
| 46 | M&L for hardcore of gauge n exc 63 mm of broken bricks, , deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface all as directed by Engineer in Charge. |
| 47 | M & L 75 mm thick cement concrete 1:3:6 type C2 (using 40 mm graded crushed stone aggregate ) as in floor surface, path laid in panel surfae finished even and fair complete all as specified and as directed. |
| 48 | M & L for Precast re-inforced Cement Concrete 1:2:4 type B1 (using 20 mm graded stone agg) as in cover slabs for drain /man holes etc set in cement mortat 1:6 including necessary form work complete all as specified and directed. |
| 49 | M&L for stone slab 25 mm to 35 mm thick dressed true and square in one length exceeding 60 cm but not exc 120 cm slab on manhole, drain etc similar work hoisted, set and pointed in cement mortar 1:4 complete, all as specified and as directed. |
| 50 | Dismantling Asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings all as directed by Engineer in Charge |
| 51 | S&F pre- painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified and as directed. |
| 52 | S&F Pre-painted galvalume aluminium zinc coating AZ-150 GI based profile sheet 0.50mm of an colour having tensile strength of 550 Mpa as in ridge of roofing, fixed with self tapping screws as specified |
| 53 | Demolition and breaking drain pipe (salt glazed stoneware) set in cement mortar including packing under and haunching against side of pipe for 150/300 mm Internal dia of pipe complete all as specified and directed |
| 54 | Concrete bed to drain pipes 150mm including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete (1:4:8) type D2 using 40mm graded stone aggregate complete all as specified and directed |
| 55 | M&L Reinforced concrete pipes 150 mm bore class NP3 laid and jointed on concrete bed complete including testing all as specified. |
| 56 | Concrete bed to drain pipes 300 mm including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:4:8) type D2 using 40mm graded stone aggregate complete all as specified and directed |
| 57 | M&L Reinforced concrete pipes 300 mm bore class NP3 laid and jointed on concrete bed complete including testing all as specified. |
| 58 | Excavating over areas, n exc 1.5 m deep and getting out in hard / dense soil complete all as specified and directed by Engineer in Charge. |
| 59 | Returning filling in and including spreading, levelling, watering and well ramming in layer nexc 25 cm in soil complete all as secified and directed |
| 60 | Removing excavated material to a distance n exc 50M and deposited where directed at a level n. exc 1.5M above the starting point complete all as specified and as directed. |
| 61 | M & L for providing precast cement concrete 1:2:4 type B-0 (using 12.5 mm graded stone aggregate ) as in louvers and jallies, 25 mm thick ( measured solid), set in cement mortar 1:4 including all mouldings etc complete all as speciifed and as directed. Note: Reinforcment steel shall be deemed to be included in quoted unit rate. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysSep 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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