Tourism Development Of Soron Sukar Kshetra In District- Kasganj ( U.P )
Tender Value
7.79 Crore
Estimated cost
Bid Submission
29 Dec 2021
0 days left
EMD
15.59 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Soron → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tourism Development Of Soron Sukar Kshetra In District- Kasganj ( U.P )
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Dec-2021 | Date Change | Date | 29-Dec-2021 |
| 2 | 24-Dec-2021 | Other | Other | 29-Dec-2021 |
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling cement concrete or brick or granolithic floors including base concrete stacking of dismantled materials as directed by Engineer-In Charge within a distance of 60 meters (200 feet). |
| 2 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches 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 30mt. (100 fts) from the foundation trenches. |
| 3 | Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. |
| 4 | Sand 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. |
| 5 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) in 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 tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than (M-20) |
| 6 | As in item 5 above but in R.C.C. columns in 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) having strength not less than (M-20) Upto plinth Lvl. |
| 7 | As in item 6 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) |
| 8 | TMT Fe-500 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. |
| 9 | 40mm thick fine dressed stone flooring over 20mm (average) thick base of cement mortor 1:5 (1 cement:5 coarse sand )with joints finished flush (Red Sand Stone) |
| 10 | Stone 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 fine dressed with rough backing. 30 mm thick |
| 11 | Providing 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.). |
| 12 | Laying Boulder(25-40kg wt.) in pitching including all cost of materials, labour, T & P etc. complete. |
| 13 | Dewatering including all necessary arragements as per direction of engineer-incharge. |
| 14 | Construction of Coffer Dam with all cost of material, labour, T&P etc as per Drawing & direction of engineer-inchargeincluding removing it after completion of work. |
| 15 | For Toilet Block- Excavation of 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. |
| 16 | Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. |
| 17 | Sand 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. |
| 18 | Providing 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 (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 (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) |
| 19 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Plinth band 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. strength of the concrete shall not beless than M-20. |
| 20 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im 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. strength of the concrete shall not beless than M-20. |
| 21 | As in item no. 20 above but for slabs (Using 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) Mix concrete) (M-20) |
| 22 | As in item 20 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) |
| 23 | As in item 20 above but in R.C.C. Footings in 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) having strength not less than (M-20) Upto plinth Lvl. |
| 24 | As in item 20 above but in R.C.C. columns in 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) having strength not less than (M-20) Upto plinth Lvl.Upto plinth Lvl. |
| 25 | Above plinth Lvl. |
| 26 | M-150 brick work in 1:6 (one cement and six coarse 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. |
| 27 | 40mm thick damp proof course of cement, coarse sand & grit 1:1.5:3 with & including water proofing materials as ordered by E/I in the proportion as specified by the manufacturers including supply of all material labour, T & P etc, required for proper completion of the work including proper curing and shuttering. |
| 28 | Paintingon D.P.C. withtwocoatsof airblown bitumen 85/50or 85/25 @ 1.7 kg/sqm approx. including cost of fuel if any. |
| 29 | Class M-150 (First Class) Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) |
| 30 | Same as in item no. 15 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 115MM & below brick work. |
| 31 | TMT Fe-500 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. |
| 32 | 15 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. F.M. 2.25 |
| 33 | 12mm 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. (2.25FM) |
| 34 | Supply and fixing of 6mm(1/4\") thick China white glazed tile in flooring or in skirting or dado laid with 1:3 cement & approved coarse sand mortar finished with white cement slurry, jointing and polishing complete including supply of all materials, labour and tools and plants. |
| 35 | Cement 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). |
| 36 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC \"C\" channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail.Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the \"C\" Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer\"s specification & drawing. 30 mm thick plain PVC door shutters |
| 37 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.Providing & fixing of door / windows grill. |
| 38 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineerin- Charge. |
| 39 | Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. (Three Coat) |
| 40 | Distempering (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 asBerger,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 wallsurface & Ceiling ) |
| 41 | Providing & fixing oxidised iron sliding door bolts ISI markedcomplete. (a) 300mm x 16mm |
| 42 | Providing & fixing oxidised iron tower bolts ISI markedcomplete. (a) 250 mm x 10mm |
| 43 | Providing and fixing oxidised iron handle with screws etc. complete(a) 125 mm. |
| 44 | Painting 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. |
| 45 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm 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.(Anti skid/mat finished tile) |
| 46 | For Septic Tank & Soak PitExcavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & including filling, watering and ramming of excavated earth into the trenches 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-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (Rate is including Royality).0.00mt to 1.50m |
| 47 | 1.50m to 3.0 m |
| 48 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. |
| 49 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im 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. strength of the concrete shall not beless than M-20 ( for slabs) |
| 50 | M-150 brick work in 1:4 (one cement and four 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. |
| 51 | P/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. TMT Fe-500 |
| 52 | 15 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 : 4 Coarse sand |
| 53 | Cement 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). |
| 54 | Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 1729 |
| 55 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:(With 20x20mm square bar) |
| 56 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clayClass M-150 Brick works |
| 57 | For GazeboExcavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m and lead upto 30 mt. & including filling, watering and ramming of excavated earth into the trenches 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-In-charges upto a distance of 30mt. from the foundation trenches. |
| 58 | Providing and laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 stone ballast gradede stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors. |
| 59 | Antitermite treatment of soil under floors using chemical emulsion @ one litre per hole 300mm apart @ 100 Nos Holes per 9.0 Sqm including drilling 12mm diameter holes and plugging also to match the floor property.With Chlorpyriphos/ Lindane E.C. 20% with 1% Conccentration. |
| 60 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im 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. strength of the concrete shall not beless than M-20. |
| 61 | As in item no. 60 above but for slabs (Using 1:1.5:3 Mix concrete). |
| 62 | As in item 61 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) |
| 63 | As in item 61 abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast.(Using1:1.5:3Mix concrete) |
| 64 | As in item 61 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. |
| 65 | Class -150 (Non Modular) brick work in 1:6 (one cement and Six coarse sand Mortar in foundation and plinth including supply of all material, labour and T & P etc required for proper completion of the work. |
| 66 | Brick work in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. |
| 67 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (Thermo-Mechanically Treated bars of grade Fe-500D or more) |
| 68 | 15 mm plinth plaster (1 cement :4 coarse sand) (2.25FM) |
| 69 | Stone 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) : Gang saw cut stone [30mm thick Red sand stone ] |
| 70 | 15 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. |
| 71 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone |
| 72 | Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on ceiling 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 of all materials. (Inner walls) |
| 73 | Finishing walls with putty approved brand and manufacturer and or required shade and undecorated wall surface to give even shade over including curing and cost of all material, labour T & P etc required for proper completion of work. |
| 74 | For Change RoomExcavation of 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. |
| 75 | Providing and laying Cement concrete8:4:1(fine sand :brick ballast : cement) in foundations and under floors,including supply of all matarials labour tools &plants etc. required for proper completion of the work.brick agregate 40mm nominal size. |
| 76 | Providing 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 (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 (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) |
| 77 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Plinth band 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. strength of the concrete shall not beless than M-20. |
| 78 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im 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. strength of the concrete shall not beless than M-20. |
| 79 | As in item no. 78 above but for slabs (Using 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) Mix concrete) (M-20) |
| 80 | As in item 78 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) |
| 81 | As in item 78 above but in R.C.C. Footings in 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) having strength not less than (M-20) Upto plinth Lvl. |
| 82 | As in item 78 above but in R.C.C. columns in 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) having strength not less than (M-20) Upto plinth Lvl.Upto plinth Lvl. |
| 83 | Above plinth Lvl. |
| 84 | 40mm thick damp proof course of cement, coarse sand & grit 1:1.5:3 with & including water proofing materials as ordered by E/I in the proportion as specified by the manufacturers including supply of all material labour, T & P etc, required for proper completion of the work including proper curing and shuttering. |
| 85 | Paintingon D.P.C. withtwocoatsof airblown bitumen 85/50or 85/25 @ 1.7 kg/sqm approx. including cost of fuel if any. |
| 86 | Class M-150 (First Class) Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) |
| 87 | Same as in item no. 86 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 115MM & below brick work. |
| 88 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :300 mm dia piles |
| 89 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne Safe capacity Initial test (Test Load 2.5 times the Safe capacity) |
| 90 | Routine test (Test Load 1.5 times the Safe capacity) |
| 91 | TMT Fe-500 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. |
| 92 | 15 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 fine sand F.M. 1.25 |
| 93 | 12mm 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 : 4 fine sand F.M. 1.25 |
| 94 | Supply and fixing of 6mm(1/4\") thick China white glazed tile in flooring or in skirting or dado laid with 1:3 cement & approved coarse sand mortar finished with white cement slurry, jointing and polishing complete including supply of all materials, labour and tools and plants. |
| 95 | Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. (Three Coat) |
| 96 | Distempering (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 asBerger,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 wallsurface & Ceiling ) |
| 97 | Providing 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) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 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. |
| 98 | For Electrical worksWiring points for light with 1 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FR PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. |
| 99 | Same as above but for fanandlight duty exhaust fan. |
| 100 | Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. |
| 101 | Supply & fixing of single wall light bracket made of brass on matching polishedMDFEG boardbrassincludingconnectionetc. as required. CAT-AAA |
| 102 | Supply & fixing ofLEDTube lightwith battensutable for up to 1 x 22 watt LED Tube light fittingincluding tube on Surface complete as required. |
| 103 | Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable in existing PVC conduit complete, including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C. |
| 104 | Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. |
| 105 | Supply and wiring of submain 4 number 10 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty ( 2 mm thick ) 32mm dia PVC conduitalong with two numbers 6 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. |
| 106 | Supply andburying of 600mmX600mmX6.0mm G.I. plate vertically for earthing with its top at least 3 meters below ground level complete with 20mm dia G.I. pipe (\"B\" class) and funnel for watering and30cm square C.I. frame with hingedcover masonary housing alternate layers of charcoal / coke and salt at least 150mm thick all round etc. as per direction of Engineer-in-charge complete in all respects . |
| 107 | Supply and laying of 32mmX6mm G.I. strip from earth electrode directly in the ground as required complete in all respects. |
| 108 | Making of joints in GI strip i/c fixing with GI nut & bolt and soldering |
| 109 | Supply andfixing of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 300mm sweep. |
| 110 | For Sanitary worksProviding and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, Parryware/Hindware/Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required Orissa Pattern W.C. pan of size580x 440mwith integral type foot rests flush pipe and over flow arrangement.: |
| 111 | W.C. pan with ISI marked black solid plastic seat and lid |
| 112 | Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required. a)White Vitreous China Flat back wash Basin size 550x400 mm with single 15 mm C.P. brass pillar tap. |
| 113 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern |
| 114 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Semi rigid pipe32 mm dia |
| 115 | Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 116 | Providing and fixing unplasticised PVC connection pipe with brass unions. 45 cm length 15 mm nominal bore |
| 117 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931a) 15 mm nominal bore |
| 118 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931a) 15 mm nominal bore |
| 119 | Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work).Internal work-Exposed on wall 15mm dia nominal bore |
| 120 | 20mm dianominal bore |
| 121 | 25mm dia nominal bore |
| 122 | Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work. 15mm dia nominal bore |
| 123 | 20mm dia nominal bore |
| 124 | 25mm dia nominal bore |
| 125 | Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work). 15mm dia nominal bore |
| 126 | 20mm dia nominal bore |
| 127 | 25mm dia nominal bore |
| 128 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end ) 25 mm nominal bore |
| 129 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: 15mm nominal bore |
| 130 | Providing and fixing brass stop cock of approved quality 20 mm nominal bore. |
| 131 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 132 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m. All kinds of soil Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm. |
| 133 | Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work.110mm diameter |
| 134 | Providing and fixing UPVC S.W.R.Gully trapconforming to IS:14735 size 150x110mm dia of self cleaning design including fixed brick masory chamber 250x250x250mm size i/c supply and fixing of CI cover with frame wt. not less than 4.50kg. and CI grating 150x150mm complete in all respect. |
| 135 | Constructionof Tube well size 14”x8” dia by DC ring Machine depth 160 Mtr. (8’’ Delivery)Transportations of Rig machine and its T&P |
| 136 | Erection and dismantling of Rig machine aftercompletion of work |
| 137 | Water arrangement for drilling of tube well. |
| 138 | Drilling 675mm dia bore hole |
| 139 | Riming 0-90mm 200mm dia to 675mm dia |
| 140 | Rimming 90-160 Mtr. 550mm dia |
| 141 | 350mm dia ErwMS housing pipe 7mm thicknessjindal make. |
| 142 | 200mm dia MS plain 6mm thickness. |
| 143 | 200mm dia MS Slotted pipe 6mm thickness. |
| 144 | Providing and fixing of required tubwelllaccessories such MS reducer , Well plug well cap, ring, MS Clamp etc. complete. |
| 145 | Supply and filling of Pea gravel 1.5mm to 4.5mmsize surroundingof tub well assembly |
| 146 | Washing of bore hole |
| 147 | Transportation of air compressor |
| 148 | Development of tube well by Heavy Air compressor |
| 149 | Erection and dismantling ofAir compressor |
| 150 | Development of tube well by OP unit |
| 151 | Transportation of OP unit |
| 152 | Erection and dismantling ofOP Unit |
| 153 | Water tasting report by approved laboratory |
| 154 | Tubewelllogging by electronic logger machine |
| 155 | Bentonite power for hole |
| 156 | MS Colum pipe 8’’ dia complete 5.2 thickness |
| 157 | C.I. Band 200 mm dia isi mark heavy duty |
| 158 | Swiss valve 200 mm dia‘’‘’ |
| 159 | Non Return valve isi mark |
| 160 | C.I Tee isi mark 200 mm |
| 161 | M.S. Clamp 200 mm dia heavy duty |
| 162 | M.S.Df pipe 1.5 meter 200 mm dia |
| 163 | Submersible pump 35 hp. Singla/KSB/Crompton |
| 164 | Submersible motorcontrol board35 hp L&T make |
| 165 | Submersible cable 2core finolex isi mark 10 mm |
| 166 | Submersible pump fitting nut bolt |
| 167 | Installation of pump set |
| 168 | Providing Retro-reflective regulatory sign board made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge. |
| 169 | SLS-24 W LED ,SPV Module : 12V 130 Wp Tubular Battery : 12V 100 Ah Lumen Output : 2400 Lumens LED : 24 x 1W high bright white LEDs Pole: Length: 4.8 Meters Diameter: 2.5”Solar PV Charge Controller with Dusk to Dawn Operation Battery box, Luminary Fixing Arm, Clamp Set, Solar Panel Mounting Structure, Suitable Hardware, Nuts & Bolts, Grouting Rods, Cable set etc. G.S.T Extra as per aplicable |
AI Tender Summary
Tender Timeline
Dec 24, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
Dec 29, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Dec 29, 2021
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedDec 29, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 24, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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