Rural Development Department Tender
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EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
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Contact
Tender Id
2022_CERWI_79773_1Bid Award Id
ViewTender No
CCE-BLS-NCB-340Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
.Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. Up to 10m depth Piers (6.5m dia) Wells
10
-
18080.88
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 11th successive meter.Abutment (7.65Q )
2
-
22398.75
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 11th successive meter piers (6.65m)
1
-
18305.22
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 12th successive meter.Abutment (7.65Q )
2
-
22675.05
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 12th successive meter piers (6.65m)
1
-
18529.56
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 13th successive meter.Abutment (7.65Q )
2
-
22951.34
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 13th successive meter piers (6.65m)
1
-
18753.9
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 14th successive meter.Abutment (7.65Q )
2
-
23227.64
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 14th successive meter piers (6.65m)
1
-
18978.24
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 15th successive meter.Abutment (7.65Q )
2
-
23503.93
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 15th successive meter piers (6.65m)
1
-
19202.58
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 16th successive meter.Abutment (7.65Q )
2
-
23780.23
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 16th successive meter piers (6.65m)
1
-
19426.93
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 17th successive meter.Abutment (7.65Q )
2
-
24056.52
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 17th successive meter piers (6.65m)
1
-
19651.27
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 18th successive meter.Abutment (7.65Q )
2
-
24332.82
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 18th successive meter piers (6.65m)
1
-
19875.61
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 19th successive meter.Abutment (7.65Q )
2
-
24609.11
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 19th successive meter piers (6.65m)
1
-
20099.95
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 20th successive meter.Abutment (7.65Q )
2
-
24885.41
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 20th successive meter piers (6.65m)
1
-
20324.29
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 21st successive meter.Abutment (7.65Q )
2
-
25161.71
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 21st successive meter piers (6.65m)
1
-
20548.63
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 22nd successive meter.Abutment (7.65Q )
2
-
25438
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 22nd successive meter piers (6.65m)
1
-
20772.97
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 23rd successive meter.Abutment (7.65Q )
2
-
25714.3
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 23rd successive meter piers (6.65m)
1
-
20997.31
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 24th successive meter.Abutment (7.65Q )
2
-
25990.56
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 24th successive meter piers (6.65m)
1
-
21221.66
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 25th successive meter.Abutment (7.65Q )
2
-
26266.86
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 25th successive meter piers (6.65m)
1
-
21446
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 26th successive meter.Abutment (7.65Q )
2
-
26543.15
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 26th successive meter piers (6.65m)
1
-
21670.34
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 27th successive meter.Abutment (7.65Q )
2
-
26819.45
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 27th successive meter piers (6.65m)
1
-
21894.68
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 28th successive meter.Abutment (7.65Q )
2
-
27095.74
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 28th successive meter piers (6.65m)
1
-
22119.02
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 29th successive meter.Abutment (7.65Q )
2
-
27372.04
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 29th successive meter piers (6.65m)
1
-
22343.36
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 30th successive meter.Abutment (7.65Q )
2
-
27648.34
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 30th successive meter piers (6.65m)
1
-
22567.7
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 31th successive meter.Abutment (7.65Q )
2
-
27924.63
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 31th successive meter piers (6.65m)
1
-
22792.04
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 32nd successive meter.Abutment (7.65Q )
2
-
28200.93
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 32nd successive meter piers (6.65m)
1
-
23016.39
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 33rd successive meter.Abutment (7.65Q )
2
-
28477.22
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 33rd successive meter piers (6.65m)
1
-
23240.73
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 34th successive meter.Abutment (7.65Q )
2
-
28753.52
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 34th successive meter piers (6.65m)
1
-
23465.07
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 35th successive meter.Abutment (7.65Q )
2
-
29029.81
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 35th successive meter piers (6.65m)
1
-
23689.41
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 36th successive meter.Abutment (7.65Q )
2
-
29306.11
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 36th successive meter piers (6.65m)
0.52
-
23913.75
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 37th successive meter.Abutment (7.65Q )
2
-
29584.52
Labour for sinking of wells of diametre 6.5mt/7.5mt in all kinds of soil complete as per specification & direction of the E-I-C, below bed level. 38th successive meter.Abutment (7.65Q )
1.74
-
29865.57
RCC of design mix of M-250 grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20 mm down graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS 10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in Charge but excluding cost, conveyance of for steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) Well curb
100.21
-
9343.22
R.C.C. Railing
104.88
-
2202.7
Well steining
2421.74
-
8243.4
RCC of design mix of M-300 grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20 mm down graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS 10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in Charge but excluding cost, conveyance of for steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) Well Caps
201.39
-
8114.05
Abutment & Pier Shafts
108.43
-
6968.4
Wing wall,Tie beam & Columns
8.75
-
12696.62
Road Kerb
12.29
-
9030.56
Abutment & Pier Caps
9.88
-
7197.53
Dirt walls
15.73
-
9213.87
Superstructure
157.58
-
15371.38
Wearing coat
29.46
-
5822.76
Approach Slab
17.71
-
5822.78
Providing cement concrete 1:2:4 with 12 mm nominal size of hand or crusher broken hand granite stone aggregate of approved quality from approved quarry in foundation up to a depth of 1.5m.below ground level and up to a height of 1.5m above Ground level or Bed level including hoisting, lowering and laying in position in layers not exceeding 150 mm thick with proper packing and ramming to proper slope and level including curing dewatering, shoring, shuttering if necessary at the time of laying concrete with cost,conveyance, royalty,taxes of all materials required for the work, including supplying and working of pumps and all other materials required for the work, including all labour finishing the exposed surface, smooth, providfing grooves and beads where ever necessary etc. complete as per spoecification for Road and Bridge works and direction of Engineer-in-charge.(In bottom plugging)
312.57
-
4713.2
Providing cement concrete 1:2:4 with 12 mm nominal size of hand or crusher broken hand granite stone aggregate of approved quality from approved quarry in foundation up to a depth of 1.5m.below ground level and up to a height of 1.5m above Ground level or Bed level including hoisting, lowering and laying in position in layers not exceeding 150 mm thick with proper packing and ramming to proper slope and level including curing dewatering, shoring, shuttering if necessary at the time of laying concrete with cost,conveyance, royalty,taxes of all materials required for the work, including supplying and working of pumps and all other materials required for the work, including all labour finishing the exposed surface, smooth, providfing grooves and beads where ever necessary etc. complete as per spoecification for Road and Bridge works and direction of Engineer-in-charge.(In top plugging)
26.92
-
4334.29
Supply of HYSD bars confirming to grade S-415 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987)
2062.41
-
9099.23
Providing ,fitting, fixing neoprenen bearing including cost & taxes etc. as directed by the Engineer-in-charges complete as per specification & direction of the E-I-C, below bed level.
161280
-
1.01
Providing & fixing 30 mm thick compressible strip sealant joint etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
23.85
-
9225.97
Providing ,fitting, fixing C.I. graded holes in deck slab including cost & taxes etc. etc. complete as per direction of the Engineer-in-charge.
60
-
43.89
Supplying & fixing 15cm dia 1.0m long guard posts of RCC M-20 using 7.5 Kg of steel for each guard post with 20 mm size h.g. stone chips including cost of reinforcement, materials, centering & shuttering, watering but excluding cost of gunny bags etc. complete as per direction of the Engineer-in-charge.
200
-
839.08
Rough stone dry packing in aprons and revetments of desgned thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty and with all leads and lifts and taxes of all materials and labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge.
697.49
-
1789.03
2 coats plastic emulsion paint with 1coat of primer above new plastered surface etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
507.65
-
137.2
Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge (a) Foundation
55.88
-
4688.68
Cement concrete (1:2.5:5) in foundation & plinth with 4cm. crusher broken hard granite broken metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.
123.75
-
4640.57
Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
151.25
-
107.94
Providing & laying of filter media with stone crushed aggregates of 45mm size satisfying the requirement s laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600mm withg smaller size towards the soil & bigger size towards .
38
-
1979.73
Back filling in between abutments & wing walls including all costs, carriage & royality etc complete. in all respects as per specification & direction of the Engineer-in-Charge.
51.19
-
2734.24
Providing and fixing of informatory sign board made of M.S. plate with standard design along with excavation, PCC in post, painting & lettering etc. complete to shape as per direction of the Engineer-in-charge.
2
-
16715.2
Supplying & fixing of Traffic Signs and cautionary sign boards etc including painting & writing etc complete and as per direction of the Engineer -in- charge.
5
-
2752.3
Supplying all materials,labour and fitting & fixing U-PVC PIPE with nails,bobbins and wooden plugs including jointing with supply of approved rubber lubricant by non-heat application method/as per manufact urer's specification,testing,e.w in excavation in all kinds of soil and refilling of trenches as per direction of E.I.C
92
-
213.3
Clearing and grubbing road land including rank vegitation, grass, bushes, shrubs, sapplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness etc. all complete as per direction of the Engineer-in-charge.
1500
-
2
Earth work for road embankment in all kinds of good soil with 5 extra lead and initial lift including compacting and watering upto OMC rolling, earthwork with PEE in layers,complete in all respects as per specification & direction of the Engineer-in-charge.
3650.05
-
296.14
Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5 m transporting to site spreading grading, to required slope and compacted to meet the requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per t
1564.31
-
127.78
Filling foundation trenches and plinth with sand well watered and compacted with appropriate rammer or mechanical compactor and top surface dressed and levelled to proper gradient as per direction of the Engineer-in-charge including watering and ramming with cost conveyance, royalities, taxes of all materials and labour with required for the work etc. complete as per specification and direction of the Engineer-In-charge.
2750.34
-
454.18
Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with ibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H pecifications for Road & Bridge works (4th Revision)
504.38
-
928.3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water ound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision)(WBM-II)
140.63
-
2351.5
Providing, laying, spreading and compacting stone aggregates of specific sizes to water ound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision)(WBM-III)
140.63
-
2419.7
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoRT&H Specifications for Road & Bridge works (4th Revision)
1875
-
38.9
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per Clause 503 of MoRT&H Specifications for Road & Bridge works (4th Revision)
1875
-
28.7
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-60/70 penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508 of MoRD including cost, lead, lift royality and taxes of all materials, hire & running charges of mechinaries , etc complete and as per direction of the Engineer -in- charge.
1875
-
196.9
Labour for laying 6mm thick Precoated Seal coat type B using 0.06cum of 06 mm size and down graded as per sieve analysis and 6.80kg of bitumen per 10sqm and applying tack coat 2kg of bitumen for 10sqm including hire and running charges of P.R.R. Hot mix plant tar boiler, cost, carriage and royalty etc. complete as per direction of the Engineer in Charge.
1875
-
80.9
Earth work in excavation of foundation in all kinds of soil including moorum & stoney earth & gravel mixed with boulders with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas as directed by the Engineer-in -Charge complete as per specification & direction of the Engineer-in-charge.
384
-
154.31
Cement concrete M15 in foundation using 40 down size agreegate including cost, conveyance royality & taxes of etc complete with dewatering etc complete as per specific ation & direction of the Engineer-in Charge( Foundation)
445.75
-
4752.67
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering as per specification & direction of the E-I-C.
2500
-
19
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