Housing Urban and Rular Development Boards / Undertakings / PSU Closing in 24 days TDR #58429834

Tender For Construction Of Semi-Finished House 34 Units Of The 36/60 Type Lig, 32 Units Of The 38/63 Type Lig, And 28 Units Of The 80/122 Type Mig In Sector -4 At Awadh Vihar Yojna Lucknow,

Issued by Boards / Undertakings / PSU · Lucknow, Uttar Pradesh
Tender Value
11.56 Crore
Estimated cost
Bid Submission
02 Dec 2026
24 days left
EMD
23.13 Lakhs
Bank guarantee accepted
Document Fee
8850
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Lucknow → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Semi-Finished House 34 Units Of The 36/60 Type Lig, 32 Units Of The 38/63 Type Lig, And 28 Units Of The 80/122 Type Mig In Sector -4 At Awadh Vihar Yojna Lucknow,

BOQ

Name of Work:- Construction of semi-finished house 34 units of the 36/60 type LIG, 32 units of the 38/63 type LIG, and 28 units of the 80/122 type MIG in sector -4 at Awadh Vihar Yojna Lucknow,
Sl. No. Item Description
134 No. 36/60 Type Semi Finished Houses,
2Earth work in excavation in fundation in ordinary soil (Loam clay or sand) including lift upto 1.5 m. (5 fts) and lead upto 30m (100 fts) & including filling watering and ramming of excaavated earth into the trench or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30m (100 fts) from the foundation trenches.
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
4Class-150 brick work in 1:6 cement and coarse sand (FM 1.50 to 2.00) mortar in foundation and plinth including supply of all materials, labour, T &P etc required for proper completion of the work .
5Filling of available excavated earth in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cms. In depth consolidation each deposited layer by ramming and watering including lead upto 50 M. and lift lupto 1.50M.
6Sand filling in plinth under floor. Including supply of sand, filling, watering and ramming complete as per direction by E/I.
7Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding ½ Mtr.(20\\") in depth and earthwork embankment to be in 20 cm. (8\\") layers including ramming & dressing the surface to required levels and slopes and also including 1.5 Mt. (5fts) lifts and 30 mtr. (100\\") lead. The earth from cutting to be used and making embankment or to be deposited spoil banks with in 30 mt. (100ft.) distance as directed by the E/I including disposal of surplus earth upto 5km distance.
8R.C.C. work with cement approved coarse sand and 2cm. (3/4\\") guage approved stone ballast in the propratoin 1:1.5:3 (1 cement4.50 aggregate) in plinth band at plinth level excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG binding wire but excluding necessary centering and shuttering etc. and also including supply of all materials ,labour T & P required for proper completion of the work. Strength of the concrete shall not be less than M20
912mm. thick plaster in 1:6 cement and coarse sand (FM 1.5 to 1.75) mortar , single coat on fair side of single or half brick wall for interior plastering including internal rounded angles, chamfers, and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth. No extra for mixing any additive.
10Class-150 brick work in 23cm thick wall in 1:6 cement and coarse sand (FM 1.50 to 2.00) mortar in Superstructure including supply of all materials, labour, T &P etc required for proper completion of the work .
11Same as item abve for 23cm thick wall but for wall thickness 12cm & below but in 1:4 cement and coarse sand.
12R.C.C. work with cement, approved coarse sand and 2 cm. (3/4\\") guage approved stone ballast in the propration 1:1.5:3 (1 cement: 1.5 coarse sand : 3 stone grit) in Lintal excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G. G.I. binding wire but excluding necessary centering and shuttering etc. and also including supply of all labour, material,T & P etc. required for proper completion of the work.Bend at lintel level
13R.C.C. work with cement, approved coarse sand and 2 cm. (3/4\\") guage approved stone ballast in the propration 1:1.5:3 (1 cement: 4.5 aggregate) in lighter beam excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G. G.I. binding wire but excluding necessary centering and shuttering etc. and also including supply of all labour, material,T & P etc. required for proper completion of the work. Strength of the concrete shall not be less than M20
14R.C.C. work with cement, approved coarse sand and 20mm. guage approved stone grit in the propration 1:1.5:3 in salb and sinshade excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G. G.I. binding wire but excluding necessary centering and shuttering etc. and also including supply of all labour, material,T & P etc. required for proper completion of the work. Strength of the concrete shall not be less than M20 as directed by E/I
15Providing and layig cement concrete with 20mm stone grit in cast cement concrete work, bed block, hold fast and window cills in proportion of (1:2:4) 1 cement, 2 coarse sand, 4 stone grit and curing complete including cost of form work.
16Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured upto floor two level .
17Mild steel or iron in heavy size and section as built up gates records rack roof work gate etc. door & window frame wrough to required from including drilling holes revetting where necessary & their fixing red required for door a nd window frame proper completion of work.
18Same as above item but for Z-Section window
1912mm thick bearing plaster in 1:6 cement and coarse sand (FM 1.5 to 1.75) mortar to provide an even surface in required level and slopes over masonary wall including two coat of white washing over plaster including supply of all material, labour, T&P etc. required for proper completion of work.
2020mm thick cement plaster in 1:3 cement coarse sand mortar in single coat over R.C.C. slab laid monolithic including water proofing compound as per for proper completion of the work.
2112mm. thick cement plaster in 1:6 cement and coarse sand (FM 1.5 to 1.75) mortar , single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles, chamfers, and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth no extra for mixing any additive,
22Fixing of doors, window/Ventilator chaukhats above 1.50 sqm. And upto 3.00 sqm
23S/F of 150mm dia hexagonal box type concelaed M.S. fan hooks of 16mm dia rod M.S. sheet complete as per approved design directed by Engineer-in-charge.
24Making drip coarse in sunshade of facia as per direction of E/I including supply of all material labour, T&P etc required for proper completion of the work.
25S/F of 40mm PVC spout 0.20 Rmtr long for outlet water including supply of all material labour, T&P etc required for proper completion of the work
2625mm. thick cement concrete flooring in 1:2:4 (1 cement 2 coarse sand and 4 graded stone aggregate of size 12.5mm & below) laid over 8cm thick base concrete in 1:6:12 ( 1cement: 6 coarse sand :12 brick ballast 40mm) and finished with floating coat of neat cement (base concrete to be paid seperatly) including fixing of glass strips (exclding cost of glass strip)
27S/O of glass strips of size 22x4mm for C.C. floor.
28Supply and fixing of 10cm dia PVC RWP of approved quality 4kg/cm2 complete with all fittings and including repair of plaster pointing etc. if damaged during fixing of the pipe including cost of all material, labour, T&P etc. required for proper completion of the work.
29Supply of fixing of 30/32 mm thick flush door shutter of commercial quality confirming to IS 2202 part (1983) including fixing of wooden cleat & stoppers and including fixing and adjustment of hinges bolts, locks, handles, spring fitting with necessary screws excluding cost of fitting.
30Supply and fixing of oxidised iron fitting of approved quality.
31Finishing wall with two coat white cement washing complete as per direection E/I.
32Applying two coat synthetic enamel paint over one priming coat over new steel and other metal surface upto 10cm. width or girth in small articles not exceeding 0.10 sqm. area after and includidng preparation of surface by throughly cleaning oil, grease, dirt and other foreign matters and scored by wire brushes, fine steel wool rappers and preparing and knotting including cost of all materials, labour, T & P etc. required for proper completion of the work.
33Provinding and laying \\"brick coba\\" 12 cm thickness laid with M-150 class brick bat 7.50 cm thick with gap of 15 mm to each other over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with with gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth and top mashed false square 30x30 cm and side wall parapet shall be monolythick plaster wall up to 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand arelic water proofing compound @2% by weight and including supply of all materials ,labour T&P etc. complete for proper completion of the work .
34Providing and injecting chemical emulsion for pre-constrctional anti termite treatment and creating and chemical varrier under and around the coloumn pits wall, trenches, basement, excavation top surface of plinth filling junction of wall and floor along the external of the building at the ground floor only shall be measured as per SI 6313 (part-II 1981) aldrine emulsiifiable concrete or any other approved material such as hepthachlor or cholordance will be used. the rete of application 5 lit./per sqm of chemical emulsion shall be as follows-1 Treatment for masonary and foundation. 5lit/sqm 2- Back fill in immediate contact with foundation 7.50 Lit per/ sqm. 3- Treatment of top surface of plinth filling 5Lit per/ sqm. 4- Treatment junction of wall and the floor 7.5 lit/ sqm.5- Treatment of soil along external perimeter of building 7.5 lit/sqm.6- Treatment of soil under apron alon external perimeter 5lit per/ sqm.
35Supply and fixing of interlock on front door
36Providing & laying of brick ballast under floors of toilets & other sunken roofs.
37Centering and shuttering including strutting, propping etc. and removal of form for :
38Suspended floors, roofs, landings, balconies and access platform
39Lintels, beams, plinth beams, girders, bressumers and cantilevers
40Supply and fixing and concealing of 20mm dia. 2mm thick PVC conduit pipe with ISI mark including cutting of brick work, cost of all material T&P etc requaired proper completion of work.
41Supply and fixing and concealing of 25mm dia. 2mm thick PVC conduit pipe with ISI mark including cutting of brick work, cost of all material T&P etc requaired proper completion of work.
42S/F round AI/PVC junction Box cover on exsiting junction Box complete in all respect as per direction of E/I.
43Supply and burring of Safe Earthing Electrode T-19 ZnZinc Coated, Length 2000mm, outer pipe 48.4mm x 3.2mm, inner pipe 26.9mm x 2.6, terminal Dia 12 mm, coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 x 3 G.I. Strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified.
44Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
4532 No. 38/63 type Semi Finished Houses
46Earth work in excavation in fundation in ordinary soil (Loam clay or sand) including lift upto 1.5 m. (5 fts) and lead upto 30m (100 fts) & including filling watering and ramming of excaavated earth into the trench or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30m (100 fts) from the foundation trenches.
47Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
48Class-150 brick work in 1:6 cement and coarse sand (FM 1.50 to 2.00) mortar in foundation and plinth including supply of all materials, labour, T &P etc required for proper completion of the work .
49Filling of available excavated earth in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cms. In depth consolidation each deposited layer by ramming and watering including lead upto 50 M. and lift lupto 1.50M.
50Sand filling in plinth under floor. Including supply of sand, filling, watering and ramming complete as per direction by E/I.
51Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding ½ Mtr.(20\\") in depth and earthwork embankment to be in 20 cm. (8\\") layers including ramming & dressing the surface to required levels and slopes and also including 1.5 Mt. (5fts) lifts and 30 mtr. (100\\") lead. The earth from cutting to be used and making embankment or to be deposited spoil banks with in 30 mt. (100ft.) distance as directed by the E/I including disposal of surplus earth upto 2km distance .
52R.C.C. work with cement approved coarse sand and 2cm. (3/4\\") guage approved stone ballast in the propratoin 1:1.5:3 (1 cement4.50 aggregate) in plinth band at plinth level excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc. and also including supply of all materials ,labour T & P required for proper completion of the work. Strength of the concrete shall not be less than M20
5312mm. thick plaster in 1:6 cement and coarse sand (FM 1.5 to 1.75) mortar , single coat on fair side of single or half brick wall for interior plastering including internal rounded angles, chamfers, and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth. No extra for mixing any additive.
54Class-150 brick work in 23cm thick wall in 1:6 cement and coarse sand (FM 1.50 to 2.00) mortar in Superstructure including supply of all materials, labour, T &P etc required for proper completion of the work .
55Same as item abve for 23cm thick wall but for wall thickness 12cm & below but in 1:4 cement and coarse sand.
56R.C.C. work with cement, approved coarse sand and 2 cm. (3/4\\") guage approved stone ballast in the propration 1:1.5:3 (1 cement: 1.5 coarse sand : 3 stone grit) in Lintal excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all labour, material,T & P etc. required for proper completion of the work.Bend at lintel level
57R.C.C. work with cement, approved coarse sand and 2 cm. (3/4\\") guage approved stone ballast in the propration 1:1.5:3 (1 cement: 4.5 aggregate) in lighter beam excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all labour, material,T & P etc. required for proper completion of the work. Strength of the concrete shall not be less than M20
58R.C.C. work with cement, approved coarse sand and 20mm. guage approved stone grit in the propration 1:1.5:3 in salb and sinshade excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all labour, material,T & P etc. required for proper completion of the work. Strength of the concrete shall not be less than M20 as directed by E/I
59Providing and layig cement concrete with 20mm stone grit in cast cement concrete work, bed block, hold fast and window cills in proportion of (1:2:4) 1 cement, 2 coarse sand, 4 stone grit and curing complete including cost of form work.
60Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured upto floor two level .
61Mild steel or iron in heavy size and section as built up gates records rack roof work gate etc. door & window frame wrough to required from including drilling holes revetting where necessary & their fixing red required for door a nd window frame proper completion of work.
62Same as above item but for Z-Section window
6312mm thick bearing plaster in 1:6 cement and coarse sand (FM 1.5 to 1.75) mortar to provide an even surface in required level and slopes over masonary wall including two coat of white washing over plaster including supply of all material, labour, T&P etc. required for proper completion of work.
6420mm thick cement plaster in 1:3 cement coarse sand mortar in single coat over R.C.C. slab laid monolithic including water proofing compound as per for proper completion of the work.
6512mm. thick cement plaster in 1:6 cement and coarse sand (FM 1.5 to 1.75) mortar , single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles, chamfers, and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth no extra for mixing any additive,
66Fixing of doors, winow/Ventilator chaukhats above 1.50 sqm. And upto 3.00 sqm
67Window chaukhat upto 1.50M2
68S/F of 150mm dia hexagonal box type concelaed M.S. fan hooks of 16mm dia rod M.S. sheet complete as per approved design directed by Engineer-in-charge.
69Making drip coarse in sunshade of facia as per direction of E/I including supply of all material labour, T&P etc required for proper completion of the work.
70S/F of 40mm PVC spout 0.20 Rmtr long for outlet water including supply of all material labour, T&P etc required for proper completion of the work
7125mm. thick cement concrete flooring in 1:2:4 (1 cement 2 coarse sand and 4 graded stone aggregate of size 12.5mm & below) laid over 8cm thick base concrete in 1:6:12 ( 1cement: 6 coarse sand :12 brick ballast 40mm) and finished with floating coat of neat cement (base concrete to be paid seperatly) including fixing of glass strips (exclding cost of glass strip)
72S/O of glass strips of size 22x4mm for C.C. floor.
73Supply and fixing of 10cm dia PVC RWP of approved quality 4kg/cm2 complete with all fittings and including repair of plaster pointing etc. if damaged during fixing of the pipe including cost of all material, labour, T&P etc. required for proper completion of the work.
74Supply of fixing of 30/32 mm thick flush door shutter of commercial quality confirming to IS 2202 part (1983) including fixing of wooden cleat & stoppers and including fixing and adjustment of hinges bolts, locks, handles, spring fitting with necessary screws excluding cost of fitting.
75Supply and fixing of oxidised iron fitting of approved quality.
76Applying one coat water cement primer of approve brand on wall surface including supply of all material T&P etc complete.
77Applying two coat synthetic enamel paint over one priming coat over new steel and other metal surface upto 10cm. width or girth in small articles not exceeding 0.10 sqm. area after and includidng preparation of surface by throughly cleaning oil, grease, dirt and other foreign matters and scored by wire brushes, fine steel wool rappers and preparing and knotting including cost of all materials, labour, T & P etc. required for proper completion of the work.
78Provinding and laying \\"brick coba\\" 12 cm thickness laid with M-150 class brick bat 7.50 cm thick with gap of 15 mm to each other over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with with gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth and top mashed false square 30x30 cm and side wall parapet shall be monolythick plaster wall up to 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand arelic water proofing compound @2% by weight and including supply of all materials ,labour T&P etc. complete for proper completion of the work .
79Providing and injecting chemical emulsion for pre-constrctional anti termite treatment and creating and chemical varrier under and around the coloumn pits wall, trenches, basement, excavation top surface of plinth filling junction of wall and floor along the external of the building at the ground floor only shall be measured as per SI 6313 (part-II 1981) aldrine emulsiifiable concrete or any other approved material such as hepthachlor or cholordance will be used. the rete of application 5 lit./per sqm of chemical emulsion shall be as follows-1 Treatment for masonary and foundation. 5lit/sqm 2- Back fill in immediate contact with foundation 7.50 Lit per/ sqm. 3- Treatment of top surface of plinth filling 5Lit per/ sqm. 4- Treatment junction of wall and the floor 7.5 lit/ sqm.5- Treatment of soil along external perimeter of building 7.5 lit/sqm.6- Treatment of soil under apron alon external perimeter 5lit per/ sqm.
80Supply and fixing of interlock on front door
81Providing & laying of brick ballast under floors of toilets & other sunken roofs.
82Centering and shuttering including strutting, propping etc. and removal of form for :
83Suspended floors, roofs, landings, balconies and access platform
84Lintels, beams, plinth beams, girders, bressumers and cantilevers
85Supply and fixing and concealing of 20mm dia. 2mm thick PVC conduit pipe with ISI mark including cutting of brick work, cost of all material T&P etc requaired proper completion of work.
86Supply and fixing and concealing of 25mm dia. 2mm thick PVC conduit pipe with ISI mark including cutting of brick work, cost of all material T&P etc requaired proper completion of work.
87S/F round AI/PVC junction Box cover on exsiting junction Box complete in all respect as per direction of E/I.
88Supply and burring of Safe Earthing Electrode T-19 ZnZinc Coated, Length 2000mm, outer pipe 48.4mm x 3.2mm, inner pipe 26.9mm x 2.6, terminal Dia 12 mm, coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 x 3 G.I. Strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified.
89Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
9028 No. 80/122 Type Semi Finished Houses
91Providing and injecting chemical emulsion for pre-constrctional anti termite treatment and creating and chemical varrier under and around the coloumn pits wall, trenches, basement, excavation top surface of plinth filling junction of wall and floor along the external of the building at the ground floor only shall be measured as per SI 6313 (part-II 1981) aldrine emulsiifiable concrete or any other approved material such as hepthachlor or cholordance will be used. the rete of application 5 lit./per sqm of chemical emulsion shall be as follows-1 Treatment for masonary and foundation. 2- Back fill in immediate contact with foundation 7.50 Lit per/100 sqm. 3- Treatment of top surface of jplinth filling 5Lit per/100 sqm. 4- Treatment junction of wall and the floor 7.5 lit/100 sqm.5- Treatment of soil along external perimeter of building 7.5 lit/100sqm.6- Treatment of soil under apron alon external perimeter 5lit per/100 sqm.
92Earth work in excavation in trenches for foundation and pipes, cable, etc, in ordinary soil (Loam clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c within a lead of 50m. including royality.
93Filling of available excavated earth I trenches, plinth sides of foundation etc in layers not exceeding 20 cms. In depth consolidating each deposited layer by ramming and watering including lead upto 50M. And lift upto 1.5 M
94Sand filling in plinth under floor. Including supply of sand, filling, watering and ramming complete as per direction by E/I.
95Cartage of earth within lead of 8.0km including earth work in cutting in ordanary soil, filling & cost of earth complet as per direction by E/I
96Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
97Class 150 brick work in 1:6 cement and coarse sand ( FM 1.5 to 2.0) mortar in foundation and plinth including supply of all materials, labour and T&P etc complete as per direction by E/I
9812 mm thick plinth plaster in 1:6 cement and coarse sand (FM 1.5 to 1.75) mortar single coat of fair side of single or half brick wall for interior plastering including internal rounded angles chamfers and /or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive.
99R.C.C. work with cement approved coarse sand and 2cm (3/4\\") gauge approved stone grit in the proportion 1:1½:3 (1 cement: 4.5 mixed aggregate) in plinth bands and plinth level excluding supply of reinforcement and its fixing and binding the same with 24BWG binding wire and excluding necessary centering and shuttering etc, and also including supply of all material labour and tools and plants etc required for proper completion of the work. Strengthof the concrete shall not be less than M20
100Class 150 brick work (23 cm thick) in 1:6 cement, coarse sand (FM 1.5 t 2.0) mortar in super structure above plinth level upto floor two level (upto two storey) including necessary cutting and moulding of brick work as required and also including supply of all materials, labour and tools and plants etc. required for proper completion of the work.
101Same as item above for 23cm thick wall but for wall thickness 12cm & below.
102R.C.C. work with cement approved coarse sand and 2cm (3/4\\") gauge approved stone grit in the proportion 1:1½:3 (1 cement: 4.5 mixed aggregate) in lintel bend excluding supply of reinforcement and its fixing and binding the same with 24BWG binding wire and including necessary centering and shuttering etc, and also including supply of all material labour and tools and plants etc required for proper completion of the work.
103R.C.C. work with cement approved coarse sand and 2cm (3/4\\") gauge approved stone grit in the proportion 1:1½:3 (1 cement: 4.5 mixed aggregate) in T-beam/slab excluding supply of reinforcement and its fixing and binding the same with 24BWG binding wire and excluding necessary centering and shuttering etc, and also including supply of all material labour and tools and plants etc required for proper completion of the work. Strength of the concrete shall not be less than M20
104R.C.C. work with cement approved coarse sand and 2cm (3/4\\") gauge approved stone grit in the proportion 1:1½:3 (1 cement: 4.5 mixed aggregate) in lighter beam excluding supply of reinforcement and its fixing and binding the same with 24BWG binding wire and excluding necessary centering and shuttering etc, and also including supply of all material labour and tools and plants etc required for proper completion of the work. Strength of the concrete shall not be less than M20
10512 mm thick plaster in 1;6 cement and coarse sand (FM 1.5 to 1.75) mortat single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers and /or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for moxing any additive,
106Indian sal wood wrought to framed and fixed including simple moulding straight work as in chaukats including supply of all material labour, and T&P etc complete. (Size 120x65 double patam)
107Indian sal wood wrought to framed and fixed including simple moulding straight work as in chaukats including supply of all material labour, and T&P etc complete. (Size 120x65 Single patam)
108M.S. Iron work in window gril and Hold fast for door/window frame including wrought to shaps cutting, welding and cost of material etc as per direction of E/I.
109Mild Steel or Iron in plain work such as reinforced concrete or rein forced brick work (when not worught to included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend, hooks and authorised over lapping shall be measured upto floor two level
11012mm thick bearing plaster in 1:6 cement and coarse sand (FM 1.5 to 1.75) mortar to provide an even surface in required level and slopes over masonary wall including two coat of white washing over plaster including supply of all material, labour, T&P etc. required for proper completion of work.
111Provinding and laying \\"brick coba\\" 12 cm thickness laid with M-150 class brick bat 7.50 cm thick with gap of 15 mm to each other over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with with gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth and top mashed false square 30x30 cm and side wall parapet shall be monolythick plaster wall up to 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand arelic water proofing compound @2% by weight and including supply of all materials ,labour T&P etc. complete for proper completion of the work .
112Fixing of doors, window/Ventilator chuakhats above
113(a) Door/Window chaukhat above 1.50 sqm
114(b) Door/Window chaukhat upto 1.50 sqm
115Providing and laying in cement concrete 4:2:1 of not less than strength of M-15 ( 4stone ballase 20mm nominal size : 2 approved coarse sand :1 cement and curing complete including cost of form work.
116P/F of 110mm dia PVC rain water pipe with bend shoe clamp greating etc complete as per direction of E/I
117Supply and fixing of 30/32 mm thick flush door shutters including fixing of wooden cleats and stopers & including supply and fixing and adjustment of hinges, oxidized iron fitting as sliding/tower bolts, locks, handles spings fitting with necessary screwa exclusive of cost of door fitting (sample will be approved by E/I)
118Applying one coat water cement primer of approve brand on wall surface including supply of all material T&P etc complete.
119Applying two coat synthetic enamel paint over one priming coat over new steel and other metal surface upto 10cm. width or girth in small articles not exceeding 0.10 sqm. area after and includidng preparation of surface by throughly cleaning oil, grease, dirt and other foreign matters and scored by wire brushes, fine steel wool rappers and preparing and knotting including cost of all materials, labour, T & P etc. required for proper completion of the work.
120S/F of M.S. railing made of pipe 63mm dia heavy gauge including cost of all materials, labour T&P etc complete.
121Making dirp coarse in sunshade or facia as per dirction of E/I. including supply of all material, labour T&P etc. required for proper completion of the work.
122S/F of hexagonal box type concealed M.S. Fan hook of 12mm complete.
123S/F of 40mm PVC spout pipe including supply of all material, labour T&P etc. required for proper completion of the work.
124Making number in circle of 20cm dia with enamel paint on front wall i/c supply of all material, labour T&P etc complete.
125S/F of front interlock as per direction by E/I.
126Supply and fixing and concealing of 20mm dia. 2mm thick PVC conduit pipe with ISI mark including cutting of brick work, cost of all material T&P etc requaired proper completion of work.
127Supply and fixing and concealing of 25mm dia. 2mm thick PVC conduit pipe with ISI mark including cutting of brick work, cost of all material T&P etc requaired proper completion of work.
128S/F round AI/PVC junction Box cover on exsiting junction Box complete in all respect as per direction of E/I.
129Supply and burring of Safe Earthing Electrode T-19 ZnZinc Coated, Length 2000mm, outer pipe 48.4mm x 3.2mm, inner pipe 26.9mm x 2.6, terminal Dia 12 mm, coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 x 3 G.I. Strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified.
130Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
131Centering and shuttering including strutting, propping etc. and removal of form for :
132Suspended floors, roofs, landings, balconies and access platform
133Lintels, beams, plinth beams, girders, bressumers and cantilevers Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58429834
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 11.56 Crore
LAST DATE 02-12-2026
Authority
Authority Name Uttar Pradesh Housing And Development Board
Work Description Tender for Construction Of Semi-Finished House 34 Units Of The 36/60 Type Lig, 32 Units Of The 38/63 Type Lig, And 28 Units Of The 80/122 Type Mig In Sector -4 At Awadh Vihar Yojna Lucknow,
Basic Detail
Tender No 3126/Y-12/180 Dated 30.10.2022
Bidding Type Tender
Location
City Lucknow
State Uttar Pradesh
Key Dates
Publish Date 06 Nov 2026
Submission Date 02 Dec 2026
Open Date 03 Dec 2026
Finance
Tender Value 11.56 Crore
Tender Fee 8850
EMD 23.13 Lakhs
Exemption Not Available
Document List
2a3af0bc-c0ff-4784-b846-322aa83eff6b.html
BOQ_2286589.xls
Financialbid.pdf
Technicalbid.pdf
Tendernotice_1.pdf

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Tender Timeline

Nov 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Dec 02, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 24 days
Dec 03, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 25 days

Tender Documents

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html

2a3af0bc-c0ff-4784-b846-322aa83eff6b.html

xls

BOQ_2286589.xls

pdf

Financialbid.pdf

pdf

Technicalbid.pdf

pdf

Tendernotice_1.pdf

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