Uttar Pradesh Projects Corporation Limited Tender
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Uttar Pradesh Projects Corporation Limited - UPPCL Tender
Civil And Construction
Construction Material
Eprocure
Opening Date28 Jan 2025
Closing Date4 Feb 2025
Tender Amount₹ 2,30,74,000
Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirements to bid or participate in this tender are Class "c" and Class "B".
Bid Capacity
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The bid capacity required in the given tender to bid can be determined by the following conditions and formulas: 1. The Bidder should have satisfactorily completed works during the last Seven years ending the previous day of the last date of submission of tenders.
2. The cost of work shall mean the gross value of the completed work, including the cost of material supplied by the Government/Client, but excluding those supplied free of cost.
3. The bidder must meet one of the following conditions: - Three similar works each costing not less than 40% of the tendered cost. - Two similar works each costing not less than 50% of the tendered cost. - One similar work costing not less than 80% of the tendered cost.
4. Additionally, the bidder must have completed one work of any nature (either part of the above or a separate one) costing not less than 40% of the tendered cost with some Central/State Government Department/Central Autonomous Body/State Autonomous Body/Central Public Sector Undertaking/State Public Sector Undertaking/City Development Authority/Municipal Corporation of City formed under any Act by Central/State Government and published in Central/State Gazette and reputed private entities.
5. The value of executed works shall be brought to the current costing level by enhancing the actual value of work at a given rate calculated from the date of completion to the last date of submission of tenders. Formulas for calculating the bid capacity:
- For three similar works: 3 * 0.4 * Tendered Cost
- For two similar works: 2 * 0.5 * Tendered Cost
- For one similar work: 1 * 0.8 * Tendered Cost
- For one work of any nature: 0.4 * Tendered Cost Also, the bidding capacity of the contractor should be equal to or more than the work put to tender. The bidding capacity can be calculated using the formula: Bidding Capacity = (A x N x 2.5) - B Where: A = Maximum turnover in construction works executed in any one year during the last seven years, N = Number of years prescribed for completion of work for which bids have been invited, B = Value of existing commitments and ongoing works to be completed during the period of completion of work for which bids have been invited.
Technical Capacity
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The bidder should have prior work experience, with one of the following conditions:
(i) Two similar completed works, each costing not less than 40% of the estimated cost, or (ii) One similar completed work costing not less than 80% of the estimated cost.
Alternatively, the bidder should have completed:
i) Three similar completed works costing not less than 40% of the estimated cost, ii) Two similar completed works costing not less than 50% of the estimated cost, iii) One similar completed work costing not less than 80% of the estimated cost.
The work should be with some central/state Government department, central autonomous body, central public sector undertaking, state public sector undertaking, city development autonomous, municipal corporation of city formed under Act by central/state government and published in central/state gazette, and reputed private entities.
The bidder should have experience of similar work with a value of not less than 40% of the tendered cost.
The bidder should have completed similar works costing not less than the amount equal to 80% of the estimated cost.
The bidder should have satisfactorily completed similar works in the last 7 years.
The bidder should have average annual financial turnover during the last 5 years ending 31st March of the previous financial year, which should be at least 30% of the estimated cost. The value of executed works shall be brought to the current costing level by enhancing the actual value of work at a specified rate, with escalation factors provided for different financial years.
Costs
EMD
₹ 4,61,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UPPRC_999078_3Tender No
32/GM-3/UPPCL/2024-25 DATED 17.01.2025Tender Authority
Uttar Pradesh Projects Corporation Limited ViewPurchaser Address
-Website
http://http://upprojects.org/
GEM & Bid Advisory Services
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BOQ Items
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Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201.
0.01
34105
341.05
... More
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Water bound macadam road
88
151
13361.04
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Bituminous road
88
299
26329.6
... More
Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap.
22
669
14727.9
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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
59.4
184
10947.42
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Concrete Work
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M10 grade with minimum cement content of 220 kg/cum
10.3
6169
63542.14
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Providing & 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.
109.82
102
11207.13
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Providing & injecting chemical emulsion for Preconstructional and Postconstructional anti-termite treatment and creating a chemical barrier under & alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall & floor along the external perimeter of building expansion joints surrounding of pipes & coduits etc.complete plinth area of the building at ground floor only shall be measured as per I.S.63/3( part II 1981 ) Aldrine emlsifiable concentrate or any other approved material such as Htrachlore or Chlordance will be used . The rate of application of chemical emulsion shall be as follows: (I) Treatment for masonary & foundation 5litres/ sqm.
(II) Back fill in immediate contract with foundation 7.5 litres / sqm
(III) Treatment of top surface of plinth filling 5 litres/sqm . (V) Treatment of soil along external perimeter of building 7.50 litres/sqm.
(VI) Treatment of soil under Apron along external perimeter 5litres/sqm
68.64
180
12389.52
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Note :- The above item shall be used judiciously where specified quality of Fly Ash is available for mixing in concrete. Also, the guidelines issued by CDO, CPWD, vide circular no. CDO/SE(RR)/Fly Ash (Main)/102 dated 9th April 2009 shall be followed in such cases.
Concrete of M25 grade with minimum cement content of 330 kg /cum
13.49
6636
89528.95
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All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum
4.75
6885
32703.85
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for proper completion of the work and including supply of steel its wastage. Thermo-Mechanically Treated bars of grade Fe-500D or more. ANALYSED AS PER SAIL RATE JULY ,21
3036.88
91
276963.46
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete
24.2
273
6626.44
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
31.68
514
16289.54
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Columns, Pillars, Piers, Abutments, Posts and Struts
102.96
671
69109.84
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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
11
8917
98087.44
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First class bricks in 1:4 in cement and coarse sand of mortar in foundation and plinth including supply of all materials, labour and T& P etc. required for proper completion of work.
17.7
5006
88615.05
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15 mm cement plaster on brick work with cement mortar of mix (All floors) (1:4) 1 cement: 4 coarse sand in single coat .Complete as per by directed by Engineer-in- Charge.
128.24
210
26954.77
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Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tie rods, gratings etc. (when not included in an over all rates) wrought to required form, including supply of steel, bolts, nuts and wastage etc. and their fixing required for proper completion of the work.
66
74
4940.76
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Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. Tube
4815.36
137
661726.77
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2.5 cm (1") thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm (3/4") graded approved stone laid in panels finished with 3mm. (1/8") flooring coat of neat cement or cement and marble dust in 5:1 as specified over & including 8cm (3") thick base concrete consisting of cement, local sand and brick ballast 4cm (1.5") gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc. required for proper completion of work. As in item no 601 above but floors shall be 4cm (1 1/2") thick instead of 2.5 cm (1") thick and without base concrete.
39.6
498
19750.5
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50mm thick fine dressed stone flooring over 20mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone flooring
20
2707
54150
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White sand stone flooring
20
2802
56050
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Façade Finishes
Painting or varnishing on iron works in small areas or new wood work with one or cost of ready mixed priming paint and one coat of approved superior quality ready mixed paint of clear synthetic varnish including suooly if all materials, labour and T & P etc. required for proper completion of work paint to be used should confirm to the S.No. 103 1950. Same as in item No 641 above but for every coat after 1st Coat. Detail of cost for 650 Sft. Area.
126.72
105
13362.62
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Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
363.44
126
45996.97
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Providing 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.
363.44
108
39600.42
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Stone Work (Machine cut edges) for wall lining (Veneer Work) upto 10m height, backing filled with grout of average 12mm thick lime mortar 1:2 (1 lime : 2 coarse sand ) including pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of clamps and pins which shall be paid separately ): Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40mm thick Stone
60.06
5420
325535.41
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White sand stone - Exposed face machine cut and table rubbed with rough backing. 40mm thick Stone
6.6
5816
38391.41
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Providing 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.
66
498
32922.78
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Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.
132
30
4045.8
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Supply, fabricating, transporting, hoisting and fixing in a position good quality durable Chunar/Mirzapur sandstone/any other type of sandstone in various elements for all level all height. Stone shall be free from cracks, lines, stains, white spots of efflorescence and even in the shade of each element. The stone shall be fine grained and reddish or buff-coloured (locally available of no.1 quality. The work shall be carried out as per attached drawings which different in process of i.E carving(manual/by machine), ornamental work, traditional work, figure work, (any other type, any size), CNC cutting, moulding. The carving and moulding work shall be of very good quality and the drawings provided are very preliminary and amount of carving might change during the final execution. The stones to be fized in line, level and plumb in all respect with the use of brass clamps, pins, dowels, cement slurry with matching pigment and epoxy of Akemi Germany, Anrdex Endura, MYK laticrete or approved make as required and as approved by the Architects. To and fro Transportation charges to CNC establishment included in the above rates.
1.1
189603
208564.24
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Removal of debris from monument carefully without damaging the buried architectural parts /remains of the monument and collect and stack all the intact parts at proper place for sorting of useful parts, study and refixing at the time of restoration of the monument as per direction of Engineer-in-charge / Local administration officer including 1.5m lift and 50m lead.
100
539
53960
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Excavation carefully by manual means up to 2.00 mtr. Depth without damaging the buried architectural parts of the monument/structure and stacking all the intact parts at proper place for reuse at the time of restoration work as per direction of Engineer in-charge with in 50mtr.lead.
13.5
352
4758.08
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Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
100
32
3244
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Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201.
0.6
34105
20463
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Sand filling in plinth excluding supply of necessary quantity of sand from a distance not exceeding 8km. From the site of work and including watering, ramming, dressing etc. Rate to include cost of materials, labour and T& P etc. required for proper completion of the work.
15
712
10687.5
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or leaner mix (i/c equivalent design mix)
49.5
1699
84136.14
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Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
18.75
1049
19685.44
... More
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :Water bound macadam road
50
151
7591.5
... More
Bituminous road
50
299
14960
... More
Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap.
14
669
9372.3
... More
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
68.25
184
12578.48
... More
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level:Concrete of M10 grade with minimum cement content of 220 kg/cum
569.25
6169
3511782.95
... More
Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 20 mm nominal size) including supply of all materials, labours and T&P etc. required for proper completion of the work. All work upto plinth level
15
6032
90487.5
... More
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
15
8917
133755.6
... More
First class bricks in 1:4 in cement and coarse sand of mortar in foundation and plinth including supply of all materials, labour and T& P etc. required for proper completion of work.
161.25
5006
807298.13
... More
40mm thick fine dressed stone flooring over 20mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.Red sand stone flooring
1533.65
2707
4152357.38
... More
White sand stone flooring
1533.65
2802
4298054.13
... More
40mm thick fine dressed stone decorative flooring over 20mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.Red sand stone decorative flooring
207.25
3581
742265.88
... More
White sand stone decorative flooring
207.25
3676
761954.63
... More
Flooring with Cobble stone of approx. Size 125x125x75 mm (thick) laid on 25 mm average thick cement mortar 1:3 ( 1 cement : 3 Coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the stone, laid in approved pattern complete in all respect as per direction of Engineer-in-charge.
760
1730
1315484
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Stone Work (Machine cut edges) for wall lining (Veneer Work) upto 10m height, backing filled with grout of average 12mm thick lime mortar 1:2 (1 lime : 2 coarse sand ) including pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of clamps and pins which shall be paid separately ): Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40mm thick Stone
235
5420
1273739.95
... More
30mm thick Stone
3
5247
15743.73
... More
White sand stone - Exposed face machine cut and table rubbed with rough backing.
40mm thick Stone
233.7
5816
1359404.86
... More
30mm thick Stone
1
5545
5545.85
... More
Supply, fabricating, transporting, hoisting and fixing in a position good quality durable Chunar/Mirzapur sandstone/any other type of sandstone in various elements for all level all height. Stone shall be free from cracks, lines, stains, white spots of efflorescence and even in the shade of each element. The stone shall be fine grained and reddish or buff-coloured (locally available of no.1 quality. The work shall be carried out as per attached drawings which different in process of i.E carving(manual/by machine), ornamental work, traditional work, figure work, (any other type, any size), CNC cutting, moulding. The carving and moulding work shall be of very good quality and the drawings provided are very preliminary and amount of carving might change during the final execution. The stones to be fized in line, level and plumb in all respect with the use of brass clamps, pins, dowels, cement slurry with matching pigment and epoxy of Akemi Germany, Anrdex Endura, MYK laticrete or approved make as required and as approved by the Architects. To and fro Transportation charges to CNC establishment included in the above rates.
2
189603
379207.7
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Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
1600
74
118720
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Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment).
90
489
44083.8
... More
Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm
100
241
24144
... More
Screened through sieve of I.S. designation 16 mm
100
276
27617
... More
Screened through sieve of I.S. designation 4.75 mm
100
360
36091
... More
Fine dressing of the ground
16000
3
56320
... More
Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Officer-in-charge (Cost of sludge, dump manure and / or good earth to be paid separately).
40
49
1989.2
... More
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge..
20
34
694.4
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Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).
14300
12
180752
... More
Providing and Displaying Marigold(Tagetes) inca hybrid different colour having 30 cm and above ht., with 6 to 8 flowers in bloom & blooming condition, well developed pot should be fully covered with fresh and healthy, foliag and flowers in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.
100
61
6137
... More
Providing and stacking of Euphorbia caracasana (bronze colour leaves) of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in charge.
100
99
9975
... More
Providing and stacking of Hibiscus rosasinensis of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge
100
33
3325
... More
Providing and stacking of Nerium oleander (kaner) of height 45-60 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge.
100
28
2850
... More
Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 20 mm nominal size) including supply of all materials, labours and T&P etc. required for proper completion of the work. All work upto plinth level
10
6032
60325
... More
2cm(3'4") thick damp proof coarse with cement and approved coarse sand 1:2 with inclusifn water proofing material as ordered by the Engineer-In-Charge in the proportion as specified by the manufacturers, inlcuding supply of all materials labour and T & P etc. required for proper completion of the work and inlcuding proper curing and shuttering necessary
10
228
2280
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete
10
273
2738.2
... More
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5
588
2941.4
... More
First class bricks in 1:4 in cement and coarse sand of mortar in foundation and plinth including supply of all materials, labour and T& P etc. required for proper completion of work.
1
5006
5006.5
... More
As in item (303 to 307) above but in super-structure, including necessary cutting and moulding of bricks as required and also including honey comb brick work. Thickness of wall not to be less than 1.5 brick thick. Add for extra labour to above items.
0.5
5358
2679
... More
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12mm 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 separetely): 40mm thick
30
5420
162605.1
... More
Supply, fabricating, transporting, hoisting and fixing in position good quality durable Chunar Sandstone bench in various elements/Lotus at all level all height. Stone shall be free from cracks, lines, stains, white spots of efflorescence and even in shade for each elements. The work shall be carried out as per attached drawings with differant process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), moulding.The carving and molding work shall be of very good quality. The bench should be placed or fixed at the approved location on properly dressed surface. Including all above work as specified and as directed by the Engineer-in-Charge. Chunar Sand Stone Bench
20
22544
450884.2
... More
Dustbins
10
37959
379599.5
... More
GST Extra as per Applicable
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