Odisha Tourism Development Corporation Limited Tender
Search from a pool of business opportunities related to Odisha tenders on the online platform of BidAssist. Be it an Odisha PWD tender or a civil aviation tender, one can find every tender Odisha government, as well as PSUs and other organizations, post online. Every tender, active or achieved, is sourced from the eProcurement Odisha website and thus carries full credibility.
Odisha Tourism Development Corporation Limited - OTDC Tender
Opening Date24 Sep 2019
Closing Date3 Oct 2019
Tender Amount₹ 74,48,000
Costs
EMD
₹ 74,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_OTDC_56471_1Tender No
S.E/08/2019-20 dt. 13.09.2019Tender Authority
Odisha Tourism Development Corporation Limited ViewPurchaser Address
-Website
http://http://www.otdc.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
72.12
23770
329.6
Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
21.9
93394
4264.6
R.C.C. work of M-25 for foundation having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.
10.95
53655
4900
R.C.C. work of M-25 for plinth beam having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.
5.58
29783
5337.6
R.C.C. work of M-25 for roof beam and column having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.
-
-
-
Ground Floor
12.82
132675
10349.1
Third Floor
12.45
181986
14617.4
R.C.C. work of M-25 for roof slab having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.
8.83
78693
8912.1
R.C.C. work of M-25 for slope roof slab having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.
20.17
272163
13493.5
R.C.C. work of M-25 for chajja having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.
-
-
-
Ground Floor
11.04
8413
762.1
First Floor
13.24
11340
856.5
Second Floor
5.52
5351
969.5
R.C.C. work of M-25 for wall having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.
-
-
-
Ground Floor
0.56
5019
8963.7
First Floor
0.56
5523
9863.2
Second Floor
0.56
6125
10938.7
Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)
-
-
-
Ground Floor
52.19
290244
5561.3
First Floor
1.42
7926
5581.9
Second Floor
0.98
5491
5603.7
Third Floor
40.56
230482
5682.5
Brick work in foundation and plinth with flyash bricks in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge.
12.33
48529
3935.9
Brick work in superstructure with flyash bricks in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge.
-
-
-
Ground Floor
51.46
204255
3969.2
Third Floor
19.03
80160
4212.3
Brick work in superstructure with flyash bricks in cement mortar (1:4) with best quality bricks having crushing strength not less than 75 Kg/cm2 imersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge.
-
-
-
Ground Floor
14.26
59387
4164.6
First Floor
3.97
17498
4407.7
Second Floor
3.68
17249
4687.3
Providing 12mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) finished smooth to outside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge.
-
-
-
Ground Floor
381.82
48414
126.8
First Floor
100
13190
131.9
Second Floor
100
13300
133
Third Floor
200.66
27329
136.2
Providing 6mm thick plaster in C.M. (1:4) over ceiling, chajja, loft, staircase, column, beams and walls after removing the false if necessary and close deep chipping including rounding of the corners, recess and roughening concrete surface where necessary, watering and curing, finished smooth over R.C.C. surface, including cost, conveyance, royalty, taxes of all materials, cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge.
-
-
-
Ground Floor
87.79
12474
142.1
First Floor
43.48
6330
145.6
Second Floor
43.48
6491
149.3
Third Floor
200.66
31001
154.5
Providing 25mm thick grading concrete in C.C. (1:2:2) laid in proper slope over terrace roof slab by using two part of sand, one part of cement and two parts of 6mm size black hard crusher broken granite chips with addition of water proofing compound of approved quality to be mixed with specified ratio including watering, curing, cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. complete as required for the finished item of work as directed by the Engineer-in-charge.
100
25140
251.4
Providing 20mm. average thick grading plaster with cement mortar of mix (1:4) in all floors at all height with portland slag cement on top of roof slab after chipping and chiseling the same and cleaning the entire surface with wire brush, finished smooth to proper slope and gradient with watering and curing etc. complete including cost, coveyannce, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
50
11195
223.9
Providing and fixing Glass Reinforced Concrete (G.R.C) Screens in approved size, pattern, design, shadeand thickness of 50mm on frame and design element in 30mm thick have weight approximately between 3.5 – 4 Kg per Sq. Ft. and color of M/S UniStone make or equivalent. The above weight and thickness is considering dimensions of screens up to 2133mm in height and 1219mm in width and having at least 50% void space. The screens should be made from ‘53 grade’ White Portland Cement manufactured by ‘JK Cement’ or equivalent, Quartz, Fine Silica Sand, Alkali Resistant Glass Fiber manufactured by ‘N.E.G JAPAN’ or equivalent, Super Plasticizers manufactured by ‘BASF’ or equivalent, Polymers manufactured by ‘BASF’ or equivalent and U.V resistant Synthetic inorganic pigments should be used for pigmentation manufactured by ‘BAYFERROX (Germany)’ or equivalent. The material casting should take place in FRP Molds. The fixing of Screens should be ‘Dry fixing’ i.e. to be done with M.S Galvanized Clamps, fixtures and fasteners of Hilti / Fischer.
133.78
863817
6457
Cladding Works
-
-
-
Providing and fixing of 6mm thickness of HPL Greenlam/Funder max (High pressure laminate) board STYLAM OR compact King brand. HPL wall cladding can be installed by using essential fasteners of non corrosive material over aluminium head of the rivets are color with powder coated so as to compliment the external wall cladding range and are UV coated for better color fastening properties. Aluminium tube channel should be of 50*25*2 / 100x25 x2 mm thick, every junction of two panels Alumium cube channel shoud be 50*25*2 mm thick. Ruveting distance between in each rivet in horizontal/Vertical 450mm C/C in Elevation, HPL wall cladding group or gap between each panel in horizontal and vertical should be 6mm - 8mm as per direction of Engineer-in-charge.
124
817544
6593.1
Providing and applying Saint Gobain Certainteed Vinyl Sidings – Encore model (Colour as decided by Client/ Architect). Board and Batten siding is produced using CertaVin™ custom-formulated PVC resin.
This resin is produced exclusively by certainTeed, allowing Certain Teed to maintain the high quality of its siding products. The panels (12 feet 6 inch. by 8 inch. size) have a texure embossed in to the surface to achieve various aesthetics. These textures include smooth, wood grain and rough cedar.
Vinyl sidings is in compliance with ASTM specification for Rigid Polyvinyl Chloride (PVC) Siding D 3679, and the requirement of section R703.11 of the International Residential Code, and section 1404.90 of the International Building Code. Board and Batten Vinyl Siding meets or exceeds the properties:
The Vinyl Sidings should conform to the following standards:-
1. Meets Class A flame spread requirements tested according to ASTM E84
2. Self-ignition temperature 813˚FASTM D 1929
3. Material is self-extinguishing with no measurable extent of burn when tested in accordance with this specification
4. Radiant Heat Test – Ignition Resistance of Exterior Walls – Conclusion that CertainTeed met the conditions for allowable use as specified in section 1406 of the International Building Code.
5. Wind Load Testing: Vinyl Siding has been tested to exceed the minimum wind load requirements per ASTM D3679 standard test method for resistance to negative wind load pressures of 31psf, which equates to more than 155 mph (VASD) and 200 mph (VULT), per VSI wind speed calculation guidelines, when installed with nails positioned 16’’ on center as per CT Manual
106
313654
2959
Providing and fixing Structural Glazing system (Toughened glass) by using powder coated specially designed aluminium section of size 100mmx48mm (product catalouge no 9309 of Hindalco make or equivalent size of Jindal/Bhoruka /Alom make) weight not less than 2.05kg/mtr tight fixed to window opening with mild steel screw and anchor fasteners in fixed and openable panel (approx. 30% of the framed area) as per approved drawing with aluminium section exposed to inside only and glass panel with silicon joint visible from outside and the system specially designed with aluminium sections of 19mmx19mmx1.2 mm thick with pure polyster powder coating of approved colour and shade (having weight not less than 0.20kg/mtr) with mullions fixed to RCC beams / column through adequately designed MS colour coated clamp for transom and sub frame in aluminium section of weight not less than 0.40kg/mtr. 6mm toughened Glass to be fixrd with north tapes and structural section and weather silicon (GE or equivalent make)
167.22
1254150
7500
Providing and fixing Luxture decorcem Stamp Concrete of approved design and colour including cost of all materials, labour, T&P etc complete as per direction of Engineer-in-charge.
66.89
116057
1735.05
Providing and fixing panelling on external wall "Alco-bond" with necessary alluminium framed panelling (using 2" x 1" sections) as per the company specifications. The rate is inclusive of all fixtures and fittings (with sealent) for proper finish.
80.13
240390
3000
Providing and applying Saint Gobain Certanteed Roofing Shingles Landmark AR (Colour as decided by Client/Architect). Application includes one coat of asphalt primer & anticorrosive fasteners. Providing and applying Swift Start starter strip at Eave end and providing and applying Saint Gobain Certainteed accessory Shjadow ridge with matching features and colour of Landmark AR. The Shingle should conform to the following stardards: 3 piece laminated fibre glass, Asphalt shingles combined with glass felt and surfaced with mineral granules, Class A fire resistance, 110 Mph wind resistance,
200.66
338870
1688.78
Providing and applying Saint Gobain Certaineed Shadow Ridge Landmark AR (*Colour as decided by Client/Architect). The work includes with necessary staging, scaffolding and work to be completed as per Engineer-in-charge.
53.64
26524
494.5
Providing 20mm thick and above 0.40 Sqm size granite stone cladding of approved quality, colour and size in walls in all floors at all height on 12mm thick bed of cement mortar of mix (1:3) (1 Cement: 3 Coarse sand) finished with modular pointing in white cement & pigment to match the shade of the granite including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour curing sundries and T & P etc. required for the work etc. complete as per specification and direction of Engineer-in-charge.
-
-
-
Ground Floor
24.53
49251
2007.8
First Floor
24.53
49474
2016.9
Second Floor
24.53
49707
2026.4
Supplying and laying of M40 grade heavy duty factory made hydraulically pressed and mechanically compacted free cast interlocking coloured pavers of 80mm thick in approved pattern, coral shaped preparation of sub base with 50mm sand and leveling,laying of interlocking paver block with sand binding and final compaction with plate vibrator finishing the surface including cutting of blocks at the edges with all labour and materials etc complete as per direction of Engineer-in-chrge.
25.08
20455
815.6
Finishing wall surface with Acrylic wall putty to outside surface of approved make and finished smooth and even surface to receive painting to inside surface including cost of scaffolding staging charges with cost of all materials taxes, labour T & P etc complete as per direction of Engineer-in-charge.
-
-
-
Ground Floor
381.82
25772
67.5
First Floor
411.55
28808
70
Second Floor
336.3
24381
72.5
Third Floor
114.27
8844
77.4
Painting to external surface of building with two coats of weather coat over a coat of primer of approved shade and quality of approved design, after cleaning by watering & removing the dirts etc. to the surface to be painted including watering, curing, cost, conveyance and taxes of all materials, cost of all labour, brushes, T&P etc. and necessary scaffolding work complete as directed by the Engineer-in-charge.
-
-
-
Ground Floor
381.82
48567
127.2
First Floor
411.55
54283
131.9
Second Floor
330.72
45242
136.8
Third Floor
214.6
30473
142
Painting to external surface of building with two coats of texture paint over a coat of primer of approved shade and quality of approved design, after cleaning by watering & removing the dirts etc. to the surface to be painted including watering, curing, cost, conveyance and taxes of all materials, cost of all labour, brushes, T&P etc. and necessary scaffolding work complete as directed by the Engineer-in-charge.
994.96
430907
433.09
Supplying, fitting and fixing of M.S window grills ( as per I.S. specification and as per approved drawings ) in proper position in all floors and at all height including making holes to brick walls/ R.C.C structure/wood work etc. and making good to the damaged walls/ structures with cement concrete (1:2:4) with black hard crusher broken granite stone chips of 12mm to 20mm size ( 20mm size not to exceeds 25% ) including watering and curing etc. complete in all respect as directed by the Engineer in charge.
240
17064
71.1
Providing & fixing of sliding window of DOMAL - 40 Aluminium Building Systems, made from 6063 T-6 alloy and tempered euro groove aluminium profile, in approved surface coating, mechanically mitred & jointed with corrosion resistance DOMAL accessories and hardware. Toughened Glass infill, of desired thickness, shall be fixed onto using non-aging siliconised microwave treated DOMAL gaskets depending upon on the structural conditions, functions and statistical load requirements.
10
68641
6864.1
Providing and fixing factory made uPVC (Fenesta) white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps
and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. Fixed window/ ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2mm and single glazing bead of appropriate dimension including louvers & Glass.
15
90000
6000
Providing and painting two coats with synthetic enamel paint over a coat of red oxide primer of approved quality and approved shade confirmming to ISI on steel work to give an even shade in all floors at all height including sand papering and making the surface smooth with cost, coveyance, loading and unloading, and taxes of all materials, cost of all labour, sundries, T&P, scaffolding etc. required for the work and complete in all respect as directed by Engineer-in-charge.
11.15
1970
176.7
Providing and laying plain cement concrete of (1:2:4) in foundation bed and floors using 12 mm. Size black hard crusher broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required for the work etc complete as per the instruction of the Engineer-in-Charge.
2.52
13953
5537.2
Dismantling and removing doors, windows and ventilators including removal of frame, hinges, fastening and stacking the same for reuse and removing the debris within 50m lead etc. complete with cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge
11.15
3434
308
Providing scraping old paints with scrapers, sand papering and washing with soap water or soda including scaffolding, materials labour etc complete as per direction of Engineer-in-charge.
436.17
1526
3.5
Dismantling brick or stone masonry in cement mortar under 3m height including stacking the useful materials for reuse and removing the debris within 50m lead including cost of all material, labour, conveyance, loading and un-loading, taxes, royalties, sundries, tools and plants, etc., complete as per the direction of the Engineering-in-charge/Consultant.
-
-
-
Ground Floor
5
4994
998.8
First Floor
5
5243
1048.7
Second Floor
5
5506
1101.2
Third Floor
40
46248
1156.2
Dismantalling and removal of old RCC from beam, column, roof slab,self, chajja etc including stacking of servicable material and removal of debries to an unobjectionable area within 50 mtr lead etc. complete with cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge
-
-
-
Ground Floor
1
1067
1067.3
First Floor
1
1120
1120.7
Second Floor
1
1176
1176.7
Third Floor
5
6177
1235.5
Providing all materials, labour, T&P required for Chemical Anchoring of required diameter as per drawing and direction of Engineer-in-charge.
250
50000
200
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.
754.2
194545
257.95
Supplying all labour, T&P for the Carriage of excavated earth by mechanical means of transport within 5.00 K.M. lead including hire and running charges of vehicles, labour charges for loading and unloading as required for the work etc. complete as per the direction of the Engineer-in-charge.
85.74
12963
151.2
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements