Housing Urban and Rular Development Government Departments Closing in 0 days TDR #37840998

Tender For Tourism Development For Renovation And Beautification Of Maheshwari Devi Temple At Maheshpur,Cholapur ,Distt. - Varanasi (U.P.)

Issued by Government Departments · maheshpur, Uttar Pradesh
Tender Value
1.95 Crore
Estimated cost
Bid Submission
31 May 2023
0 days left
EMD
3.90 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Tourism Development For Renovation And Beautification Of Maheshwari Devi Temple At Maheshpur, Cholapur , Distt. - Varanasi ( U.P. )

BOQ

Name of Work: -TOURISM DEVLOPMENT FORRENOVATION & BEAUTIFICATION OF MAHESHWARI DEVI TEMPLE AT MAHESHPUR,CHOLAPUR ,DISTT. - VARANASI (U.P.)(28/UPPCL/GM-1/E-TENDER/2023-24 Dated-16.05.2023)
Sl. No. Item Description
1TOURISM DEVLOPMENT FORRENOVATION & BEAUTIFICATION OF MAHESHWARI DEVI TEMPLE AT MAHESHPUR,CHOLAPUR ,DISTT. - VARANASI (U.P.)
2Excavation in foundation in ordinary Soil (Loam clay or sand) including lift upto 1.5m lead upto 30.0 m& including filling wateringand rammingof excavated earth into the space between the building & sides offoundation trenches or into the plinth and removal& disposal surplus earthas directed by the engineer I/C within a lead of 30 m.from foundation trenches.
3Filling By Available excavated earthin 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 50 m & lift upto 1.50 m.
4Sand filling in plinth including supply of necessary quantity of sand from a distancenot exceeding 8.00 Kms. From the siteof work includingwatering, dressing etc. labour & T &P etc. required for proper completion of worksaplings of girthupto 30 groundlevel and removal of rubbish upto a distsnceof 50 m out side the periphery of area cleared. under floor Local river sand
5Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation.
6R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 in Foundation & raft,including necessary centering and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work.
7R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 in Columns, Shear Wall, R.C.C Wall, including necessary centering and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work.
8R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 in Plinth beam, Grid beam, lighter beam etc., and including necessary centering and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work.
9R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 in Lintel of door, window, ventilators, sunshade etc., and including necessary centering and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work.
10R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 in Slab, and including necessary centering and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work.
11R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 in Roof beam, Havier beam etc., and including necessary centering and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work.
12M-150 brick work in 1:6 cement and sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work.
13M-150 brick work in 1:6 cement and sand of 1.25 fineness modulus mortar in SUPERSTRUCTURE including necessary cutting and moulding of brick required and also inculing honey combing brickwork, thickness of wall more than one brick and including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work
14M-150 brick work in 1:4 cement and sand of 1.25 fineness modulus mortar in SUPER STRUCTURE ncluding necessary cutting and moulding of brick required and also inculing honey combing brickwork, thickness of wall more than one brick and including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work
15Painting on D.P.C with two coat of air blown nitumin 85/50 or 85/25 @ 1.7kg/Sqm. Approx including cost of fuel if any.
16Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surrounding of pipes and conduits etc.complete(plinth area of the building at ground floor only shall be measuredas per I.S.6313(Part ll 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.The rate of application of chemical emulsion shall be as follows:- (1) treatment for masonary & foundation 5 litres per sq.m. (2) back fill in immediate contract with foundation 7.5 litre per sq.m (3)treatment of top surface of plinth filling 5 liters per sq.m. (4) treatment of soil along external parameter of building 7.50 lire per sq.m. (For payment plinth area to be measured as per IS Code).
17Thermo-Mechanically Treated bars of grade Fe-500D or more work such as in reinforced concreted or reinforced brick work (when not 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.Bends books and authorised overlapping shall be measured.
1812 mm thick plaster with cement mortar in consisting of 1:6 cement and approved coarse sand of minimum thickness not be less than 10 mm including supply of all materials, labour T&P etc. required for proper completion of the work. On smooth surface of wall.
1912 mm thick plaster with cement mortar in consisting of 1:3 cement and approved coarse sand of minimum thickness not be less than 10 mm including supply of all materials, labour T&P etc. required for proper completion of the work. In ceiling
20Distempering with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N Shalimar, Asian Paints after thoroughly brushing the sufface free from mortar dropping and other forein matter and also including prepairing the surface even and sand papered smooth including cost of all material.
21Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
22Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth Complete.
23Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :
24Red sand stone - Exposed face machine cut and table rubbed with rough backing.
2550 mm thick
26Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required.
27Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.
28Providing & fixing of Stainless Steel Logo of required size including supply of all materials, labour and T&P etc. required for proper completion of the work as per directed by the Engineer -in charge.
29Providing & fixing of Stainless Steel Lettering Sign Board of required size including supply of all materials, labour and T&P etc. required for proper completion of the work as per directed by the Engineer -in charge.
30Supply of Fixing of recess mounting ground Ceilling cut out 200mm height ,85mm 18mm LED Down Lighter having Poweder Coated Die cast aluminium housing with heat sink ,Diffuser Reglector and Driver set Complete in all respect. CAT-AAA
31Temple Gate
32Excavation in foundation in ordinary Soil (Loam clay or sand) including lift upto 1.5m lead upto 30.0 m& including filling wateringand rammingof excavated earth into the space between the building & sides offoundation trenches or into the plinth and removal& disposal surplus earthas directed by the engineer I/C within a lead of 30 m.from foundation trenches.
33Filling By Available excavated earthin 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 50 m & lift upto 1.50 m.
34Sand filling in plinth including supply of necessary quantity of sand from a distancenot exceeding 8.00 Kms. From the siteof work includingwatering, dressing etc. labour & T &P etc. required for proper completion of worksaplings of girthupto 30 groundlevel and removal of rubbish upto a distsnceof 50 m out side the periphery of area cleared. under floor Local river sand
35Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation.
36R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 in Foundation & raft,including necessary centering and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work.
37R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 in Columns, Shear Wall, R.C.C Wall, including necessary centering and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work.
38R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 in Plinth beam, Grid beam, lighter beam etc., and including necessary centering and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work.
39R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 in Lintel of door, window, ventilators, sunshade etc., and including necessary centering and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work.
40R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 in Slab, and including necessary centering and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work.
41R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 in Roof beam, Havier beam etc., and including necessary centering and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work.
42M-150 brick work in 1:6 cement and sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work.
43M-150 brick work in 1:6 cement and sand of 1.25 fineness modulus mortar in SUPERSTRUCTURE including necessary cutting and moulding of brick required and also inculing honey combing brickwork, thickness of wall more than one brick and including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work
44M-150 brick work in 1:4 cement and sand of 1.25 fineness modulus mortar in SUPER STRUCTURE ncluding necessary cutting and moulding of brick required and also inculing honey combing brickwork, thickness of wall more than one brick and including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work
45Painting on D.P.C with two coat of air blown nitumin 85/50 or 85/25 @ 1.7kg/Sqm. Approx including cost of fuel if any.
46Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surrounding of pipes and conduits etc.complete(plinth area of the building at ground floor only shall be measuredas per I.S.6313(Part ll 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.The rate of application of chemical emulsion shall be as follows:- (1) treatment for masonary & foundation 5 litres per sq.m. (2) back fill in immediate contract with foundation 7.5 litre per sq.m (3)treatment of top surface of plinth filling 5 liters per sq.m. (4) treatment of soil along external parameter of building 7.50 lire per sq.m. (For payment plinth area to be measured as per IS Code).
47Thermo-Mechanically Treated bars of grade Fe-500D or more work such as in reinforced concreted or reinforced brick work (when not 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.Bends books and authorised overlapping shall be measured.
4812 mm thick plaster with cement mortar in consisting of 1:6 cement and approved coarse sand of minimum thickness not be less than 10 mm including supply of all materials, labour T&P etc. required for proper completion of the work. On smooth surface of wall.
4912 mm thick plaster with cement mortar in consisting of 1:3 cement and approved coarse sand of minimum thickness not be less than 10 mm including supply of all materials, labour T&P etc. required for proper completion of the work. In ceiling
50Distempering with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N Shalimar, Asian Paints after thoroughly brushing the sufface free from mortar dropping and other forein matter and also including prepairing the surface even and sand papered smooth including cost of all material.
51Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
52Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth Complete.
53Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing.50 mm thick
54Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required.
55Fabrication supply & Fixing in postion of MS Gate
56Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.
57Providing & fixing of Stainless Steel Logo of required size including supply of all materials, labour and T&P etc. required for proper completion of the work as per directed by the Engineer -in charge.
58Providing & fixing of Stainless Steel Lettering Sign Board of required size including supply of all materials, labour and T&P etc. required for proper completion of the work as per directed by the Engineer -in charge.
59Supply of Fixing of recess mounting ground Ceilling cut out 200mm height ,85mm 18mm LED Down Lighter having Poweder Coated Die cast aluminium housing with heat sink ,Diffuser Reglector and Driver set Complete in all respect. CAT-AAA
60Supply of Fixing of Led Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 52 Watt to 72 watt conferming IP65 and above protection Complete in all respect. CAT-AAA
61Construction of Bundry wallas per detail attached
62P/Fixing of M.S. gate for Temple Campus in Boundry wall as per detailed estimate including all complete.
63Toilet Block
64EXCAVATION infoundation inordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m& including filling wateringand rammingof excavated earth into the space between the building & sides offoundation trenches or into the plinth and removal& disposal surplus earthas directed by the engineer I/C within a lead of 30 m.from foundation trenches.
65Filling BY CARTED earthin trenches, plinth, sides of foundation etc. inlayers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50m & lift upto 1.50m.
66Sand filling in plinth including supply of necessary quantity of sand from a distancenot exceeding 8.00Kms. From the siteof work includingwatering, dressing etc. labour & T &P etc. required for proper completion of worksaplings of girthupto 30 groundlevel and removal of rubbish upto a distsnceof 50m out side the periphery of area cleared. under floor fine sand.
67Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation.
68R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 in Plinth/Grid beam, excluding supply of reinforcement and its binding but including 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 materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item.
69R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 in Lintel of doors & window, sunshades etc., excluding supply of reinforcement and its binding but including 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 materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item.
70R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 in Slab, excluding supply of reinforcement and its binding but including 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 materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item.
71Class-150 brick work in 1:6 cementand COARSE sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work.
72Class-150 brick work in 1:6 cementand COARSE sand mortar in SUPERSTRUCTURE including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work
73G.F.
74MUMTY
75Class-150 HALF brick work in 1:4 cementand COARSE sandmortar in SUPER STRUCTURE including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work.
76G.F.
7725 mm thick damp proof course with cement with approoved coarse sand 1:2:4 any including water proofing materials as ordered by the engineer-in-charge in the proportion as specification by the manufacture including supply of all material, labour and tools and plants etc. required for proportion completion of the work including proper curing and shuttering as necessary.
78Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surrounding of pipes and conduits etc.complete(plinth area of the building at ground floor only shall be measuredas per I.S.6313(Part ll 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.The rate of application of chemical emulsion shall be as follows:- (1) treatment for masonary & foundation 5 litres per sq.m. (2) back fill in immediate contract with foundation 7.5 litre per sq.m (3)treatment of top surface of plinth filling 5 liters per sq.m.(4) treatment of soil along external parameter of building 7.50 lire per sq.m.
79Mild steel or iron in plain work such as in reinforced concreted or reinforced brick work (when not 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 authorized overlapping shall be measured.
80Providing and fixing SS sliding door bolts ISI marked anodised transparent or dyed to required colour or shade with nuts and screws etc. complete : 250x16 mm.
81Providing and fixing SS tower bolts ISI marked anodised transparent or dyed to required colour or shade with necessary screws etc. complete : 250x10 mm.
82Providing and fixing SS handles ISI marked anodised transparent or dyed to required colour or shade with necessary screws etc. complete :125 mm.
83Supply and fixing of flush Doors commercial quality conforming to I.S. 2202 Part 1 (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges bolts locks handles springs fitting with necessary screws to be supplied
8435 mm thick single leaves
85Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges andscrews and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
86Mild steel or iron work of small size and sections such as holding down bolts, hold fast, tie rods, grating etc, (when not included in an overall rates) wrought to required shape as necessary for bending etc including supply fo steel and its wastage including cost of bolts, nuts if required, welding, grinding and making holes as required for completion of work but Fabrication of Z-Section Window
87Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes
88Mild steel or iron work of small size and sections such as holding down bolts, hold fast, tie rods, grating etc, (when not included in an overall rates) wrought to required shape as necessary for bending etc including supply fo steel and its wastage including cost of bolts, nuts if required, welding, grinding and making holes as required for completion of work but Fabrication of Grill/Stairs case railing
89Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineerin- Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
9012 mm cement plaster in single coat on fair side of single or half brick wall for single or half brick wall for interior plastering upto floor two level including 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 evenand smooth no. extra for mixing and additive. (iii) 1cement :6 C. sand
9115 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth and finished even and smooth (i) 1 cement:(iii) 1 cement: 6 C. sand
9212 mm cement plaster in single coat on fair side of single or half brick wall for single or half brick wall for interior plastering upto floor two level including 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 evenand smooth no. extra for mixing and additive. (i) 1 cement: 3 course sand in ceiling.
9315 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) in single coat on rough side of single or half brick wall. In plinth.
94Making grooves 10 to 12 mm wide x 8 mm deep in plaster the all or in ceiling vertically of horizontally as required.
95Making drip course in sunshade or FACIA as per direction of Engineer-in-charge including supply of all materials labour etc. required proper completion of work.
96Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete.
97Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
98Distempering (two coat) with Dry distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N Shalimar, Asian Paints after thoroughly brushing the sufface free from mortar dropping and other forein matter and also including prepairing the surface even with Plaster of Paris or approved synthetic material and sand papered smooth including cost of all material
99Finishing wall with water proofing cement paint of approved make such as super snowcem, Durrocem, fobiacem, guttucem, supercem quality and of required shade on undecorated wall surface (Two coat) over including one coatwhite cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials
100Painting two coats over priming coat on steel & other metal surfaces upto 10 cmwidth or sq,mt in areas with superior synthetic enamel such as Luxol-3 Hi-gloss apcolite superlac, Dulux specified finishing to give an even shade & incl. cleaning the surface of all dirt, dust & other foreighn matter sand preparing and knotting incl. cost of all etc. required for proper completion of work.
101Painting two coats over priming coat on wood surfaces upto 10 cmwidth or sq,mt in areas with superior synthetic enamel such as Luxol-3 Hi-gloss apcolite superlac, Dulux specified finishing to give an even shade & incl. cleaning the surface of all dirt, dust & other foreighn matter sand preparing and knotting incl. cost of all etc. required for proper completion of work.
102Sanitary & Water supply WorkwithNecessary pipes & Connection & Fitting including all complete.For Guest House & Temple As per Detailed Estimate.
103Electrification Work For Wiring Points of lighting,Power points,fan/Exhaust Fan with Necessary Wires & Fitting including all complete.As per Detailed Estimate.
104Construction of Septic Tank(3.00x1.50x2.50mtr.) and Soak pit(2.50 mtr. Dia.) with including all complete.For Toilet Block as per Detalied
105Sant Niwash
106Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
107Filling of carted earth.
108Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.
109Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work.
110Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete.
111(plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm
112(4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer\"s standard dilution)
113R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and 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 and tools and plants etc, required for proper completion of the works. including cost of binding wire. The rate excludes making of drip course which shall be paid extra.
114As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete)
115As in item no. 6 above but for Beam (Using 1:1.5:3 Mix concrete)
116As in item no. 6 above but for Column (Using 1:1.5:3 Mix concrete)
117As in item no. 6 above but for Footing (Using 1:1.5:3 Mix concrete)
118M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.
119Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)
120370.85*0.8345
121Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
122113.85*0.8345
123Same as in item No. 11 abovebutin super-structure above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand)
124Same as in item no. 14 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work.
125P/F Mild steel or iron 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 authorised over lapping shall be measured upto floor two level.
12615mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M.
12712 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 Coarse sand
12812mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 Coarse sand
129Making grooves 10 to 12 X 12mm and upto 25 X 15 mm deep in plaster of the walls or in ceiling vertically or horizontally as required.
130Supply & fixing 6mm China white glazed tiles in flooring or in skirting or dado laid with 1:3 Cement and approved coarse sand mortar finished with whitecement slurry, jointing and polishing complete, including supply of all materials, labour and Tool & plants.
131Supply & fixing 6mm China white glazed tiles in flooring or in skirting or dado laid with 1:3 Cement and approved coarse sand mortar finished with whitecement slurry, jointing and polishing complete, including supply of all materials, labour and Tool & plants.
132Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm (Flooring)
133Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm (Skirting)
134Supply & fixing of Kota stone in flooring 25 mm thick and joint filled with 1:2 cement and coarse sand with approved colouring materials to be given an even shade with 12 mm base coat (bedding) of 1:2 cement & coarse sand mortar and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
135Supply & fixing 10 to 12 mm thick kota stone tiles in skirting or dado laid with 1:2 cement and approved coarse sand mortar finished with in its cement colour slurry, jointing and polished of approved quality complete, including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
136Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Ordinary cement without any pigment
137Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor).
138Providing and fixing of Flush doors commercial quality conforming to I.S. 2202 part-I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts locks, handles spring fitting with necessary screws to be supplied departmentally. 35 mm thick
139M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work.
140Providing & fixing of hold fast for chaukhatsof doors and windows.
141Providing & fixing of door / windows grill.
142Z-Section steel windows (openable)
143Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
144Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)[FOR DOOR CHAUKHAT]
145Fixing of Door, windows/ventilators chaukhats in position.
146Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface)
147Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
148Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (Ceiling)
149Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
150Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete.
151Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .
152Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete
153(a) 250 mm x 10mm
154Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm
155Providing & laying \"brick coba\" 12 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30cm x cm and side wall parapet shall be mono tythic plaster wall upto 30 cm higher and junction
156and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acelic water proofing compound @ 2% by weight & including S/o all material, labour, T & P etc complete for proper completion of work.
157Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.
158Same as item 41 above but on new wood surface.
159Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
160Construction of drain alongwith apron.
161Sanitary & Water supply WorkwithNecessary pipes & Connection & Fitting including all complete.For Sant Niwash As per Detailed Estimate.
162Electrification Work For Wiring Points of lighting,Power points,fan/Exhaust Fan with Necessary Wires & Fitting including all complete.As per Detailed Estimate for Sant Niwash
163Construction of Shade
164Earth work in excavation in trenches for foundation pipes cable etc. (Loan clay or sand) including lift up to 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within ahead of 30m.
165Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour, T & P etc required for proper completion of the work.
166Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) not less than strenght of M150 stone ballast,including cost of form work in foundation & floors.
167Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete
168(plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm
169(4)Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer\"s standard dilution)
170R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in beam excluding supply of reinforcement and 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 and T & P etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.
171R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Raft Footing excluding supply of reinforcement and 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 and T & P etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.
172Class-150 brick work in 1:6 cement and coarse sand of 2.25 F.M. mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:6 cement & coarse sand).
173P/F Mild steel or iron 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 authorised over lapping shall be measured upto floor two level.
174Mild steel or iron work in heavy sizes such as trusses, built up gates record rack, roof work, gates etc. brought to required form including drilling holes revitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper completion of the work.
175Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
176Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately)
177Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.
178Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J. or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gm/m²
179Electrification Work For Wiring Points of lighting,Power points,fan/Exhaust Fan with Necessary Wires & Fitting including all complete.As per Detailed Estimate.
180Drinking water post
181Earth work in exacavation in trenches for foundations land for pipes cables etc. in ordinary soil (loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplusexcavated earth as directed by the Engineer i/c with in a lead of 50m.
182Sand filling in plinth including supply of necessary quantityof sand from a distance not exceeding 8km from thesite of work and including watering dressing etc. rate to including cost of all materials, labour and T&P etc. required for proper completion of work.
183Providing & Laying P.C.C. in 1:4:8 (1 Cement : 4 Coarse sand : 8 Approved stone ballast 40 mm nominal size)in foudation & plith.
184P/L R.C.C. 1:1.5:3 in footing & foundation with 20mm stone aggregate
185M - 150 Brick work in1:6 ( 1 Cement & 6 Coarse sand ) in Super Structure including supply of all materials, labour and T & P. for proper completion of the work.
186P/L R.C.C. work inratio 1:1.5:3 ( 1cement : 1.5 course sand: 3 stone agreegate20mmnominal size) in PLinth bend
187R.C.C. 1:1.5:3 in platform
188Laying of RCC 1:1.5:3 (1 Cement :1.5 Coarse sand : 3 Stone Aggregate 20mm) in Roof Slab .
189Laying of RCC 1:1.5:3 (1 Cement :1.5 Coarse sand : 3 Stone Aggregate 20mm) in column .
190P/L R.C.C. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 stone 20mm stone aggregate) in slab Beam
191M.S. Reinforcement for R.C.C. work
19212MM Plaster in 1:6 (1 cement : 6 coarse sand) over rough face wall
193Providing and laying rectified glazed ceremic floor tiles 300x300 mm or more size (thickness to specified by approved make & colour) of first quality confirming to IS 15622 of approved make in colors & shade laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand) including grouting the joint with white cement and matching pigments
194Providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08%and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3 kg/ sqm including grouting thejoints with white cement and matching pigments etc., complete.
195Providing and laying water proofing treatment on roofs of slabs byapplying cement slurry mixed with water proofing cement compoundconsisting of applying:
196Finishing walls with premium Acrylic smooth exterior paint with silicon additives of requirment shed new work.
197Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth Complete
198Water Supply with pipe & fitting for drinking water
199Vishram esthal Renovation
200Dismentlingbrick work or stone work in lime or cement mortar and including stacking of material as directed by engg .
201Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) not less than strenght of M150 stone ballast,including cost of form work in foundation & floors.
202Laying of RCC 1:1.5:3 (1 Cement :1.5 Coarse sand : 3 Stone Aggregate 20mm) in Roof Slab .
203M.S. Reinforcement for R.C.C. work
204Scraping old white or Colour wash including disposal ofrefuse as directed by Engineer-in charge with a distance of 60 meters (200 feet).
205Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
206Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), includingpointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately)
207Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbingcuring and polishing etc. all complete as specified and as directed bythe Engineer-in-Charge.
208Making Plinthprotaction 60cm wide including side drain 150mmx150mm
209Electrification Work For Wiring Points of lighting,Power points,fan/Exhaust Fan with Necessary Wires & Fitting including all complete.As per Detailed Estimate.
210Providing & Laying Rubber moulded Reflective Zing 80mm thick tiles of precost compressed C.C. passing minimum 30mp compressive strenght ISI Marked. & INTERLOCKIBG PAVER As per Detailed Estimate
211Supply of Integral LED Solar Street Light Pressure Die Cast Aluminium Housing reliable & robust construction, minimum system efficacy of 3000 lumens, system wattage 12V DC, 175 lm/Watts, SMD LEDs With PMMA Lens plat, External built proper heat sinks and UV stabilized polycarbonate cover IP65 & life of LED luminaire engine should be 50000hrs along with built in high efficiency MPPT charge controller & driver along with LiFePo4 battery chemistry & high efficiency reliable PV Module suitable for even harsh conditions, CCT >5700K, CRI 70. Solar panel module capacity 35W Peak 12V Mono crystal, Battery Capacity 256wh & Solar Cell Efficiency min 12%, Polycrystalline type solar cell, Charger and Driver Efficiency Should be >= 90%. The fixture should have designed for Street light application & should have flexible angle of mounting from 0-15 degree adjustable, Arm & Pole Mount (Max Pole Height 6Mtr) for diverse geographical condition. Factory configured LED’s Load & PIR sensor dimming for optimum of autonomy uses up to 24hrs. Dimming profile should be as
212S/Fixing of Brenches with stone finishing work including all complete.
213P/fixing of Dust Bin As per approved design including all complete.
214P/Making of Horticulture Work with Grass & Decorative Flower & Nacessary Arts paintingincluding all complete.
215Temple Devlopment Work
216Scraping old white or Colour wash including disposal ofrefuse as directed by Engineer-in charge with a distance of 60 meters (200 feet).
217Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
218Distempering (two coat) with OIL BOUND distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N Shalimar, Asian Paints after thoroughly brushing the sufface free from mortar dropping and other forein matter and also including prepairing the surface even with Plaster of Paris or approved synthetic material and sand papered smooth including cost of all material.
219Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand : 8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation.
22025 mm thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
22125 mm thick Kota stone slab in riser of steps skirting 1:3 cement mortar 1 : 3 (1 cement : 3 coarse sand) :and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete
222Class-150 brick work in 1:6 cementand COARSE sandmortar in SUPERSTRUCTURE including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work
223Class 150 brick workin but in 1 : 4 cement & Course sand mortar for wall thickness 12 cm. and below, upto two floors
224Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
225R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and 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 and tools and plants etc, required for proper completion of the works. including cost of binding wire. The rate excludes making of drip course which shall be paid extra.
226As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete)
227As in item no. 6 above but for Beam (Using 1:1.5:3 Mix concrete)
228As in item no. 6 above but for Column (Using 1:1.5:3 Mix concrete)
229As in item no. 6 above but for Footing (Using 1:1.5:3 Mix concrete)
230M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.
231P/F Mild steel or iron 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 authorised over lapping shall be measured upto floor two level.
232G.S.T. Extra as per Applicable

AI Tender Summary

OUR REF NO 37840998
AUTHORITY Government Departments
TENDER VALUE 1.95 Crore
LAST DATE 31-05-2023
Authority
Authority Name Uttar Pradesh Projects Corporation Limited
Work Description Tender For Tourism Development For Renovation And Beautification Of Maheshwari Devi Temple At Maheshpur, Cholapur , Distt. - Varanasi ( U.P. )
Basic Detail
Tender No 28/UPPCL/GM-1/E-TENDER/2022-23 Dated-16.05.2023
Bidding Type Tender
Location
City maheshpur
State Uttar Pradesh
Key Dates
Publish Date 24 May 2023
Submission Date 31 May 2023
Open Date 31 May 2023
Finance
Tender Value 1.95 Crore
Tender Fee 17700
EMD 3.90 Lakhs
Exemption Not Available
Document List
BIDDoc28.pdf
BOQ_1347673.xls
Tendernotice_1.pdf
9e17731f-2c3f-4ded-b70d-f585b969a770.html

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

May 24, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
May 31, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
May 31, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

BIDDoc28.pdf

xls

BOQ_1347673.xls

pdf

Tendernotice_1.pdf

html

9e17731f-2c3f-4ded-b70d-f585b969a770.html

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders