Andhra Pradesh Maritime Board Tender
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Andhra Pradesh Maritime Board Tender
Civil And Construction
Civil Works Others
Opening Date20 Aug 2022
Closing Date12 Sep 2022
Tender Amount₹ 73,41,89,722
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
₹ 23,600
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
537231Bid Award Id
ViewTender No
6/SE/PP2/117/2022-23, Dt.17.08.2022Tender Authority
Andhra Pradesh Maritime Board ViewPurchaser Address
-Website
http://https://ports.ap.gov.in//
GEM & Bid Advisory Services
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BOQ Items
... More
Development of Anchorage Port Facilities;Supplying, fitting and placing HYSD (Fe500/tmt grade as per IS1786-1985) bar reinforcement in RCC work complete as per drawings and technical specifications for Bars below 36mm dia including over laps and wastage, where they are not welded including cost and conveyance of bars from approved sources to site of work, cost of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work as directed by the Engineer-in-charge.
391
-
34711612
... More
Development of Anchorage Port Facilities;Minimum 1 number of trial pile for axial load shall be tested for initial load tests at each terminal location and as per the guidelines given in IS2911 part-4. Supply necessary Kent ledge and perform cyclic pile load test on the pile for a 115MT as per specifications for 800mm dia of piles and as directed by the Engineer -in-charge.
2
-
3600000
... More
Development of Anchorage Port Facilities;Integrity testing of piles shall be carried out for at least 5% of the total piles. The piles where the testing is to be carried out shall be indicated by the Employer. Non-destructive integrity test shall comply with IS 14893 and shall be carried out by an independent Testing Firm as approved by the Employer or Engineer-in-charge.
13
-
28600
... More
Development of Anchorage Port Facilities;Place in position of shuttering and formwork at required places for the in-situ concreting works as shown in the designs and drawings including hire charges of all centering and shuttering items and all labour charges and charges for required materials like nails etc. complete as directed by the Engineer.
2270
-
8971030
... More
Development of Anchorage Port Facilities;Supply and placing of the M-40 Grade Design Mix Concrete corresponding to IS 456 using Batching Plant at 20cum per hour, Transit mixer 4 cum capacity and concrete Pump with 20mm and 12.50 mm size graded machine crushed hard granite metal (coarse aggregate), River sand as fine aggregate from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and all labour charges hire and operational charges of all T&P such as weigh batching, machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSSNo.402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work
2270
-
21176103
... More
Development of Anchorage Port Facilities;Supplying, fitting and placing HYSD (Fe500/tmt grade as per IS1786-1985) bar reinforcement in RCC work complete as per drawings and technical specifications for Bars below 36mm dia including over laps and wastage, where they are not welded including cost and conveyance of bars from approved sources to site of work, cost of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work as directed by the Engineer-in-charge.
265
-
23206959
... More
Development of Anchorage Port Facilities;Supply and placing of the M-40 Grade Design Mix Concrete corresponding to IS 456 using Batching Plant at 20cum per hour, Transit mixer 4 cum capacity and concrete Pump with 20mm and 12.50 mm size graded machine crushed hard granite metal (coarse aggregate), River sand as fine aggregate from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and all labour charges hire and operational charges of all T&P such as weigh batching, machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSSNo.402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work.
200
-
1865738
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Development of Anchorage Port Facilities;Supplying and fixing in position Suitable used rubber/nylon tyres of lorry /bus as fenders at 9m C/C, tying with chains in including necessary fixture complete in all respects as per drawing, specification and direction with all material labour and equipments etc., complete for the finished item of work and as directed by the Engineer-in-Charge.
70
-
138740
... More
Development of Anchorage Port Facilities;Supply, Provide and Fix in position ductile cast steel bollards of 10 tons capacity in position from approved vendors as per specification and as indicated in drawings with all necessary Fixtures and Accessories, including cost and conveyance of all materials, all labour charges, hire and operational charges of all T&P etc. complete. by Satisfaction of Engineer in charge
11
-
297000
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Development of Anchorage Port Facilities;Supplying and fixing in position of as per drawings, specifications and directions complete with fixtures. Mooring rings shall be made SS316 grade stainless steel bars, including cost and conveyance of materials, all labour charges, hire and operational charges of all T&P, incidental charges etc., complete and as directed by the Engineer-in-charge.
11
-
165000
... More
Development of Anchorage Port Facilities;Supply and install strip seal type expansion joint between adjacent berthing structures as per specification as shown in drawing and as directed by the Engineer-in-charge.
10
-
150000
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Development of Anchorage Port Facilities;Supplying and Fixing in position drainage spout arrangements having 10mm dia. and 850mm long PVC pipe fixed as per drawing and as per specifications etc. complete. and as directed by the Engineer-in-charge.
166
-
26560
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Development of Anchorage Port Facilities;Construction of granular sub-base by providing well graded material / Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 KN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH as per directions of Engineer-in-charge.
2849
-
6009966
... More
Development of Anchorage Port Facilities;Construction of Rock Fill of suitable size as per the drawings and specifications for ensuring earth slope protection, including cost and conveyance of all materials, all labour charges, wedging at layers of 0.50 mts. including hire and operational charges of all T and P etc. complete as directed by the Engineer-in-charge.
522
-
1602540
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Development of Anchorage Port Facilities;Removal of existing revetment, Dismantling and clearing away Materials useful for reuse, Dry rough stone revetment for aprons and stacking within 40 metres including all labour charges, hire and operational charges of all T&P etc. complete as directed by the Engineer-in-charge .
2365
-
264880
... More
Development of Anchorage Port Facilities;Sand bags for creating a land for reclamation including filling the bags with sand, placing the sand bags at required location including all labour charges, incidental charges, cost of sand to be filled in bags, stitching, cost of thread etc. and all including charges of all T & P etc., complete and as directed by the Engineer-in-charge.
1360
-
46240
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Development of Anchorage Port Facilities;Providing and filling Murrum/ Gravely soil for foundation or above pipes or reclamation of low laying area including breaking clods, spreading in layers of 10 to 15 cm, watering ,compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50m and all lifts.
965
-
1135805
... More
Development of Anchorage Port Facilities;Supply, Fabricate and place in position at site cylindrical steel liner made of MS plates of mentioned thicknesses including additional bottom stiffeners or liner shoes of 0.5m length including cost and conveyance of all materials to site of work, all labour charges, hire and operational charges of all T&P, welding equipment etc. complete and as directed by the Engineer-in-charge.
159
-
19257126
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Development of Anchorage Port Facilities;Driving of cylindrical steel liners below dredge level, including Lowering and Pitching of fabricated cylindrical steel liners at each pile location and Boring through all types of soils including boulders but other than hard rock, lowering the steel reinforcement cage, pouring the concrete of M40, Following this, suitable dressing of pile head including cutting of steel liners, chipping of concrete above the pile cut off level, cleaning of projected reinforcement etc. complete including all labour charges, hire and operational charges of all T and P, incidental charges etc. complete as directed by the Engineer-in-charge.
2033
-
17719628
... More
Development of Anchorage Port Facilities;BCI.Piles: Supply and placing of the M-40 Grade Design Mix Concrete corresponding to IS 456 using Batching Plant at 20cum per hour, Transit mixer 4 cum capacity and concrete Pump with 20mm and 12.50 mm size graded machine crushed hard granite metal (coarse aggregate), River sand as fine aggregate from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and all labour charges hire and operational charges of all T&P such as weigh batching, machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSSNo.402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work.
1026
-
9571197
... More
Development of Anchorage Port Facilities;Supplying, fitting and placing HYSD (Fe500/tmt grade as per IS1786-1985) bar reinforcement in RCC work complete as per drawings and technical specifications for Bars below 36mm dia including over laps and wastage, where they are not welded including cost and conveyance of bars from approved sources to site of work, cost of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work as directed by the Engineer-in-charge.
85
-
7546156
... More
Development of Anchorage Port Facilities;Minimum 1 number of trial pile for axial load shall be tested for initial load tests at each terminal location and as per the guidelines given in IS2911 part-4. Supply necessary Kent ledge and perform cyclic pile load test on the pile for a 115MT as per specifications for 800mm dia of piles and as directed by the Engineer -in-charge.
2
-
3600000
... More
Development of Anchorage Port Facilities;Integrity testing of piles shall be carried out for at least 5% of the total piles. The piles where the testing is to be carried out shall be indicated by the Employer. Non-destructive integrity test shall comply with IS 14893 and shall be carried out by an independent Testing Firm as approved by the Employer or Engineer-in-charge.
4
-
8800
... More
Development of Anchorage Port Facilities;Place in position of shuttering and form work at required places for the in-situ concreting works as shown in the designs and drawings including hire charges of all centering and shuttering items and all labour charges and charges for required materials like nails etc. complete as directed by the Engineer.
372
-
1470124
... More
Development of Anchorage Port Facilities;Supply and placing of the M-40 Grade Design Mix Concrete corresponding to IS 456 using Batching Plant at 20cum per hour, Transit mixer 4 cum capacity and concrete Pump with 20mm and 12.50 mm size graded machine crushed hard granite metal (coarse aggregate), River sand as fine aggregate from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and all labour charges hire and operational charges of all T&P such as weigh batching, machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSSNo.402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work.
372
-
3470226
... More
Development of Anchorage Port Facilities;Supplying, fitting and placing HYSD (Fe500/tmt grade as per IS1786-1985) bar reinforcement in RCC work complete as per drawings and technical specifications for Bars below 36mm dia including over laps and wastage, where they are not welded including cost and conveyance of bars from approved sources to site of work, cost of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work as directed by the Engineer-in-charge.
61
-
5341623
... More
Development of Anchorage Port Facilities;Supply and placing of the M-40 Grade Design Mix Concrete corresponding to IS 456 using Batching Plant at 20cum per hour, Transit mixer 4 cum capacity and concrete Pump with 20mm and 12.50 mm size graded machine crushed hard granite metal (coarse aggregate), River sand as fine aggregate from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and all labour charges hire and operational charges of all T&P such as weigh batching, machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSSNo.402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work.
88
-
820925
... More
Development of Anchorage Port Facilities;Supplying and fixing in position Suitable used rubber/nylon tyres of lorry /bus as fenders at 9m C/C, tying with chains in including necessary fixture complete in all respects as per drawing, specification and direction with all material labour and equipments etc., complete for the finished item of work and as directed by the Engineer-in-Charge.
15
-
29730
... More
Development of Anchorage Port Facilities;Supply, Provide and Fix in position ductile cast steel bollards of 10 tons capacity in position from approved vendors as per specification and as indicated in drawings with all necessary Fixtures and Accessories, including cost and conveyance of all materials, all labour charges, hire and operational charges of all T&P etc. complete by Satisfaction of Engineer in charge
10
-
270000
... More
Development of Anchorage Port Facilities;Supplying and fixing in position of as per drawings, specifications and directions complete with fixtures. Mooring rings shall be made SS316 grade stainless steel bars, including cost and conveyance of materials, all labour charges, hire and operational charges of all T&P, incidental charges etc., complete and as directed by the Engineer-in-charge.
10
-
150000
... More
Development of Anchorage Port Facilities;Excavation for foundation in ordinary rock (including HDR) without blasting including boulders above 0.3 m upto 0.6 m dia. and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all lifts etc. complete.
415
-
80884
... More
Development of Anchorage Port Facilities;Removal of unsuitable / Unserviceable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment sub grade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 MORD / 301 MORTH. as directed by the Engineer-in-Charge
15955
-
1563590
... More
Development of Anchorage Port Facilities;Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD / 305 MORTH and as directed by the Engineer-in-charge.
630
-
64575
... More
Development of Anchorage Port Facilities;Construction of Sub Grade using material having CBR of minimum 10% and LL & PL not exceeding 50 and 25 respectively (as per IRC :36-2010) by providing mix of selected earth spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel static roller/ vibrotory roller of 80-100 kn to achieve the desired density, complete and to meet requirement of table 300.2 with a lead of beyond 1 km as per Technical Specification Clause 303 Mord including cost of all materials, labour, conveyance, hire charges of machinery, royalties, all taxes etc complete as per direction of Engineer-in-charge.
10055
-
8501503
... More
Development of Anchorage Port Facilities;Construction of Shoulders using material having with MDD not less than 1.85 g/cc with LL & PL not exceeding 40% and 20% respectively by providing mix of selected earth spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel static roller/ vibrotory roller of 80-100 KN to achieve the desired density, complete and to meet requirement of table 300.2 with a lead of beyond 1 km as per Technical Specification Clause 303 Mord including cost of all materials, labour, conveyance, hire charges of machinery, royalties, all taxes etc complete as per direction of Engineer-in-charge.
7540
-
5662540
... More
Development of Anchorage Port Facilities;Construction of Granular Sub-Base by providing well graded material / Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 KN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH as per directions of Engineer-in-charge.
3020
-
6370690
... More
Development of Anchorage Port Facilities;Providing laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers with paver in base course on a well prepared surface by means of removing loose debries and clearing the area and compacting with smooth wheel roller of 80 to 100KN / Vibratory Roller 80-100 KN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.011 & 400.12 and Technical Specification Clause 406 MORD/MORTH as directed by the Engineer-in-charge.
1062
-
2961918
... More
Development of Anchorage Port Facilities;Providing and laying Dense graded Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 per cen t by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects as directed by the Engineer-in-charge.
450
-
3625200
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Development of Anchorage Port Facilities;Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD. and as per directed by the Engineer-in- charge.
4250
-
42500
... More
Development of Anchorage Port Facilities;Providing and laying Bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed agreements of specified grading, premixed with bituminous binder @ 5.40 per cent mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.509 complete as directed by the Engineer-in-charge.
170
-
1548190
... More
Development of Anchorage Port Facilities;Providing and applying primer coat with bitumen emulsion (Medium Setting) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate 0.60 kg/sqm using mechanical means as per Tech. specification No 502 as directed by the Engineer-in-charge.
4250
-
114750
... More
Development of Anchorage Port Facilities;Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing etc. complete as per Technical Specification 601 MORTH as directed by the Engineer-in-charge.
1442
-
7253981
... More
Development of Anchorage Port Facilities;Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base as per clause 1501.22 with M 45 grade ,coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm and cement content in the mix to be not less than 325 kg/cum with minimum water cement ratio of 0.45 and using recron 3 S synthatic fiber 125g per 50kgs of cement mixed in a concrete mixer and appropriate weigh batcher using approved mix design, laid in approved fixed side form work ( steel channel, laying and fixing of 125 microns thick polythine film wedges steel plates including leveling the form work as per drawing ), spreading the concrete width shovels, rakes, compacted using needle, screed and vibrators and finished in continuous operation including provision of contraction and expansion, construction joints applying de-bonding strips, primmer, bituminous sealant, dowel bars, tie bars, PVC pipes with caps, admixtures as approved, curing of concrete slabs for 14 days, curing compound (were specified) and water finishing to lines and grade as per drawing and technical specifications clause 1501.22 including cost of all material, labour, conveyance, hire and operational charges of machineries, royalties and taxes etc., complete as per direction of Engineer-in-charge.
2885
-
15844420
... More
Development of Anchorage Port Facilities;Dowel bars of 32mm dia. and 500mm length at 200mm spacing (for contraction joints. Supplying, fitting and placing HYSD (Fe500/tmt grade as per IS1786-1985) bar reinforcement in RCC work complete as per drawings and technical specifications for Bars below 36mm dia including over laps and wastage, where they are not welded including cost and conveyance of bars from approved sources to site of work, cost of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work as directed by the Engineer-in-charge.
42
-
3678087
... More
Development of Anchorage Port Facilities;Tie bars of 12mm die and 640mm length at 600mm spacing (for longitudinal joints) Supplying, fitting and placing HYSD (Fe500/tmt grade as per IS1786-1985) bar reinforcement in RCC work complete as per drawings and technical specifications for Bars below 36mm dia including over laps and wastage, where they are not welded including cost and conveyance of bars from approved sources to site of work, cost of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work as directed by the Engineer-in-charge.
4
-
350294
... More
Development of Anchorage Port Facilities;Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
3570
-
1817130
... More
Development of Anchorage Port Facilities;Sand Filling in foundation including cost and conveyance of all materials to site and watering, tamping etc., complete for finished item of work as per MORT&H specification 304 ( 5th revision) and as directed by the Engineer - in - Charge.
110
-
136565
... More
Development of Anchorage Port Facilities;L-Kerb drain for connecting roads Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 and as directed by the Engineer-in-charge.
150
-
142575
... More
Development of Anchorage Port Facilities;I-Kerb along drain cum footpath for external road Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 and as directed by the Engineer-in- charge
1190
-
753865
... More
Development of Anchorage Port Facilities;Reinforced cement concrete M 20 grade using 20mm & 10mm HBG crushed stone aggregate including cost, conveyance of all materials to site and labour charges, centering, shuttering, placing, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as directed by the Engineer-in-Charge.
618
-
4380075
... More
Development of Anchorage Port Facilities;Supplying, fitting and placing HYSD (Fe500/tmt grade as per IS1786-1985) bar reinforcement in RCC work complete as per drawings and technical specifications for Bars below 36mm dia including over laps and wastage, where they are not welded including cost and conveyance of bars from approved sources to site of work, cost of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work as directed by the Engineer-in-charge.
28
-
2452058
... More
Development of Anchorage Port Facilities;Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tones vibratory roller, finishing and curing etc. complete as per Technical Specification 601 MORTH as directed by the Engineer-in-charge.
119
-
598630
... More
Development of Anchorage Port Facilities;Providing Iron grating of suitable size to the Drain near cover slabs including cost and conveyance of all materials all labour charges, fixing etc. complete and work carryout as directed by the departmental Engineer-in-charge.
190
-
510530
... More
Development of Anchorage Port Facilities;Concrete slab with 0.4m thick using CC M40 Grade (Design Mix) using 20 mm & 12.5 mm size of Graded Metal including cost and conveyance of all materials, all labour charges, hire and operational charges of all T and P Such as Concrete Mixture, vibrator, etc.. etc. complete as directed by the Engineer -in- charge
935
-
4959240
... More
Development of Anchorage Port Facilities;Stones from 30kgs to 300kgs with minimum density 2500kg/cum and water absorption less than 3% for construction of revetment on both northern side and southern side of channel/ Canal including cost and conveyance of all materials, all labour charges, hire and operational charges of all T and P, incidental charges. etc. complete as directed by the Engineer-in-charge.
12576
-
35193930
... More
Development of Anchorage Port Facilities;Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching as per Tech Specifications in Section 700 & 2504 MORTH including cost and conveyance of geotextile material and all labour charges , incidental charges and all T&P etc., complete as directed by the Engineer-in-charge.
11977
-
2257665
... More
Development of Anchorage Port Facilities;Concrete slab with 0.4m thick using CC M40 Grade (Design Mix) using 20 mm & 12.5 mm size of Graded Metal including cost and conveyance of all materials and canal conveyance, all labour charges, hire and operational charges of all T and P Such as Concrete Mixture, vibrator,etc.. etc. complete as directed by the Engineer -in- charge
620
-
3461150
... More
Development of Anchorage Port Facilities;Stones from 30kgs to 300kgs with minimum density 2500kg/cum and water absorption less than 3% for construction of repair to the groyne on both northern side and southern side of channel/ canal including cost and conveyance of all materials and Canal Conveyance, all labour charges, hire and operational charges of all T and P, incidental charges. etc. complete as directed by the Engineer-in-charge.
3350
-
10435262
... More
Development of Anchorage Port Facilities;Concrete slab with 0.4m thick using CC M40 Grade (Design Mix) using 20 mm & 12.5 mm size of Graded Metal including cost and conveyance of all materials, all labour charges, hire and operational charges of all T and P Such as Concrete Mixture, vibrator, etc.. etc. complete as directed by the Engineer -in- charge
620
-
3288480
... More
Development of Anchorage Port Facilities;Stones from 30kgs to 300kgs with minimum density 2500kg/cum and water absorption less than 3% for construction of revetment on both northern side and southern side of channel/ Canal including cost and conveyance of all materials, all labour charges, hire and operational charges of all T and P, incidental charges. etc. complete as directed by the Engineer-in-charge.
14720
-
41193909
... More
Development of Anchorage Port Facilities;Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching as per Tech Specifications in Section 700 & 2504 MORTH including cost and conveyance of geotextile material and all labour charges , incidental charges and all T&P etc., complete as directed by the Engineer-in-charge.
9679
-
1824492
... More
Development of Anchorage Port Facilities;Concrete slab with 0.4m thick using CC M40 Grade (Design Mix) using 20 mm & 12.5 mm size of Graded Metal including cost and conveyance of all materials and canal conveyance, all labour charges, hire and operational charges of all T and P Such as Concrete Mixture, vibrator, etc.. etc. complete as directed by the Engineer -in- charge
2590
-
14458675
... More
Development of Anchorage Port Facilities;Stones from 30kgs to 300kgs with minimum density 2500kg/cum and water absorption less than 3% for construction of repair to the groyne on both northern side and southern side of channel/ canal including cost and conveyance of all materials and Canal Conveyance, all labour charges, hire and operational charges of all T and P, incidental charges. etc. complete as directed by the Engineer-in-charge.
25600
-
79744000
... More
Development of Anchorage Port Facilities;Dredging in navigation canal/ channel from existing level to the level indicated in the drawing in sand, sandy soil, clay, clay mixed with sand, pebbles and admixtures there off, conveying and depositing of the dredged material sand dumping into the designated dumping ground or location with maximum lead of 12 Km. Deep water with all lead lift and mobilising and demobilising of dredger equipment and necessary units, cleaning the site in all respects after completion of dredging works to the satisfaction of the Engineer in charge of the work
254000
-
139700000
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