Tender For Repair To Leakage, Seepage, Roof Treatment, Reinforced Cement Concrete Works, Roof Tiling, Brick Work, Plastering Work, Sunken Portion Treatment And Other Connected Works In Domestic And Tech Area At Dappar Under Age (I) Dappar
Tender Value
50 Lakhs
Estimated cost
Bid Submission
30 Jul 2026
18 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
S.a.s Nagar → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair To Leakage, Seepage, Roof Treatment, Reinforced Cement Concrete Works, Roof Tiling, Brick Work, Plastering Work, Sunken Portion Treatment And Other Connected Works In Domestic And Tech Area At Dappar Under Age (I) Dappar
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of brick tiles or terracing tiles in single or double layers on roofs complete all as specified and as directed by Engineer-in-charge .Notes:- (i) . If any lightining conducture is found duing dismantling of roof tiles at site, it shall be carefully removed and refixed in the same position after laying of APP membrane as per direction by Engr-in Charge.(ii) No additional rate shall be paid for removal and refixing of lighting conducture to the contractor. |
| 2 | Demolition of concrete in Roof and paving not exc 15 cm thickness in roof and similar suspended work and removal of Debris out side of MOD land complete all as specified and as directed by Engineer-in-charge |
| 3 | Roughening surfaces of old concrete floor/roof by picking, sweeping clean and washing down with water to remove dust etc. including providing neat cement slurry @ 3Kg/Sqm and preparing slab surface with wire brushing complete and finishing top surface of PCC rough & even to receive the bedding layer complete all as specified and as directed by Engineer-in-charge |
| 4 | Material & Labour for 50 mm thick PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in roof padding, levelling course complete all as specified and as directed by Engineer-in-charge |
| 5 | Material and labour priming surfaces and applying normal treatment (for moderate conditions) using glass fibre base bitumen felt, grade -2 complete all as specified and as directed by Engineer-in-charge |
| 6 | M & L for providing 3 mm thick APP based polymeric membrane minimum weight 3kg/sqm and minimum 3mm thick reinforced with polyester non woven fabric (wt. not less than 150 gms/sqm ) land on primed surface by forced applicationcomplete all as specified and as directed by Engineer-in-charge |
| 7 | Material & Labour 40 mm thick brick tiles laid over and including15 mm thick screed bed in cement mortyar 1:6 and pointed in cement mortar 1:3 mixed with crude oil @ 5% by weight of cement complete all as specified and directed by Engineer-in-Charge |
| 8 | Demolition of cement concrete (unreinforced) in ground floor amd paving n, exc 15 cm thickness (below or above ground level) and removal of debris ouside MOD land complete all as specified and as directed by Engineer -in-charge |
| 9 | Material and labour for cement concrete type B-0,1:2:4 using 12.5mm graded stone aggregates, as in steps; seismic and other similar bands, plinth courses, string courses, parapets and copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer -in-charge |
| 10 | Demolition of brick work or stone/ boulder masonary including all quoins, arches, pillar etc built in cement mortar or cement lime mortar complete all as specified and as directed by Engineer -in-charge. |
| 11 | Material and labour for brick work with sub class 'B' bricks, using old size bricks, straight or curved on plan exceeding 6 m mean radius and built in cement mortar 1:6 complete all as specified and directed by Engineer-in-charge. |
| 12 | Taking down cement plaster of any description, any thickness from external surfaces of walls/soffits/Static Water tank etc. incl raking out joints, hacking for keys, scrubbing down with water etc complete all as specified and as directed by Engineer -in-charge |
| 13 | Material and labour for rendering 15mm thick in two layers (10mm and 5mm respectively) on fair or other than fair surfaces of brick work or concrete surface. in chajjas / parapet walls etc in cement mortar 1:4 mixed with liquid water proofing compound as per manufacturer's instructions finished even and fair complete all as specified and as directed by Engineer-in-Charge. Note : WPC will be measured and paid separately. |
| 14 | Material and labour for rendering 15 mm thick on fair or other than fair surfaces of brick work or concrete surface in cement mortar 1:6 finishing the surface even and smoot without using extra cement complete all as specified and directed by Engineer-in-charge. |
| 15 | Material and labour remdering 15 mm thick on fair or other than fair surfaces of brick work or concrete surfaces, wall of sunken portion, SWT etc in cement mortar 1:3 , mixed with water proofing compound as per manufacturer's instructions, toweled to even and smooth finish without using extra cement complete all as specified and as directed by Engineer-in-Charge. Note : WPC will be measured and paid separately. |
| 16 | Supply only integral liquid water proofing compound complete all as specified and as directed by Engineer-in-charge. |
| 17 | Demolition of reinforced cement concrete as in roof, floor other than fround floor ) ,beams,staircase, landing chajja's and similar suspended work ( reinforcement cut as required to facilitate demolition) and removal of debris from MOD land complete all as specified and as directed by Engineer -in-charge |
| 18 | Material and labourfor reinforced cement concrete type B-1, 1:2:4, type B1 (using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts including necessary form work for rough finished surface of concrete complete all as specified and as directed by Engineer -in-charge |
| 19 | Material and labour for mild steel TMT bars 10mm dia and 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 and as directed by Engineer -in-charge |
| 20 | Demolition of cement concrete ( unreinforced) of any description and in any position not otherwise specially provided for as in sunken portion, including removal of debris outside MOD land complete all as specified and as directed by Engineer -in-charge |
| 21 | Material and labour forcement concrete 1:7:12 mix, type E-2 (using 40mm graded brick aggregate) as in filling of sunken portion complete all as specified and as directed by Engineer -in-charge |
| 22 | Supply and fixing in repair PVC (SWR) pipe 110 mm bore single socketed in any length fixed to walls with mild steel clamps fabricated out of 50 x 5mm flat and 16 mm dia round iron stay, including bolts, nuts and securing ends of stay to wall or roof complete all as specified and as directed by Engineer-in-Charge. |
| 23 | Supply and fixing in repair PVC (SWR) bends any radius for110 mm bore pipe complete all as specified and as directed by Engineer-in-Charge |
| 24 | Supply and fixing in repairs PVC (SWR) 'S’ trap of 110mm bore complete all as specified and as directed by Engineer-in-Charge. |
| 25 | Supply and fixing in repair PVC (SWR) junction single ( 'single T') equual or unequal for 110 mm bore pipe complete all as specified and as directed by Engineer-in-Charge. |
| 26 | Material and labour in repair PVC (SWR) floor trap dia of outlet 100 mm, plain with grating including jointing with solvent cement complete all as specified and as directed by Engineer-in-Charge. |
| 27 | Supply and fixing in repair vitreous china squatting pan white orissa pattern size 580x440mm with integral foot rests (excluding flushing cistern & flush pipe) with cast iron P trap including lime concrete bedding and making good the disturbed portion to match with the existing surface of floor complete all as specified and as directed by Engineer-in-Charge. |
| 28 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer-in-Charge. |
| 29 | Supply and fixing of rolled mild steel in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. complete using ERW or induction butt welded conforming to Fe.290.Gde-E-165 complete all as specified and as directed by Engineer-in-Charge. |
| 30 | Dismantling of asbestos/ fibre cement corrugated/semi corrugated sheet in roof covering including ‘J’or ‘L’hooks complete all as specified and as directed by Engineer-in-Charge. |
| 31 | Material and labour for prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.5 mm thick of any colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-Charge. |
| 32 | Material and labour pre-painted galvalume aluminum zinc coating GI based plain steel sheet of 0.5mm thick, having tensile strength of 550MPA as in ridge, hips, valley gutter , roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-Charge. |
| 33 | Material and labour for preparation of new steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge. |
| 34 | Dismantling, floor, hearth or wall tiling including CM bedding (but not backing), removing serviceable tiles to store & rubbish off the premises complete all as specified and as directed by Engineer-in-charge. |
| 35 | Material and labour for Vitrified light shade tiles 10 mm thick (square/ rectangular), polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles laid over & including 15mm thick screed bed in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. |
| 36 | All as per serial item No.35 here-in-before but on vertical surfaces laid over and including 10mm thick rendering in cement mortar 1:3 complete all as specified and as directed by Engineer-in-Charge. . |
| 37 | Material and labour for glazed ceramic colour tiles of size 350 x450mmx 7mm/ 450x 350x 7 mm thick as on walls skirting/dados etc, set & jointed in neat cement slurry and pointed in white or colours cement to match the colour of tiles laid over and including 10mm thick rendering incement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. |
| 38 | Material and labour for Non skid ceramic colour floor tiles shade as approved size 7-8mm thick ( square/rectangular) area of each tile exc 0.06 sqm but not exceeding 0.11 sqm as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles laid over & including 15mm thick screed bed in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. |
| 39 | Material and labour for 75 mm thick cement concrete 1:3:6, type C1 using 20 mm graded crushed stone aggregate as in plinth protection of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3). surface finished fair and even complete all as specified and as directed by Engineer-in-Charge. |
| 40 | Material and labour for 75mm thick cement concret 1:4:8, type D-2 (using 40mm graded stone aggregate) as in sub floor, sub base, floor and paving etc complete all as specified and as directed by Engineer-in-Charge. |
| 41 | Material and labour for filling fine river sand under floors or in foundations including watering and consolidation , filling joints and sweeping the exta sand complete all as specified and as directed by Engineer-in-Charge. |
| 42 | Material and labour for laying machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness Grade M-35 complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysAug 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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