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Construction of Anatpur to Kotoribeda Road Inc Bridge & Culverts Total Length = 3.60 Km Work Code W29757 Dist Kondagaon
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts ,joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings.
Augmentation work of Boundary wall, Pump House and Construction Pathway Approach Road at Head Work Site of JATRADANGA Water Supply Scheme of Old Malda Block under Malda Division, P.H.E.Dte. in the District of Malda. (2nd Call)
Augmentation work of Boundary wall, Pump House and Construction Pathway & Approach Road at Head Work Site of JATRADANGA Water Supply Scheme of Old Malda Block under Malda Division, P.H.E.Dte. in the District of Malda.
B.T. Patch Repair Work of Various Road under P.W.D. Dn. Betul. (Balance Work)
B.T. Patch Repair Work of Various Road under P.W.D. Dn. Betul. (Balance Work)
Construction of Compound wall, Drain Covered auction Platform 80x30_2 Nos. and CC road work at Additional Yard of Krishi Upaj Mandi samiti Narsinghpur Distt. Narsinghpur
Construction of Compound wall, Drain Covered auction Platform (80x30) 2 Nos. and CC road work at Additional Yard of Krishi Upaj Mandi samiti Narsinghpur Distt. Narsinghpur
Road strengthening work from Nahar Road to Chopasni Road.
Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by mechanical means including a lead upto 30 m
CONSTRUCTION OF FOUNDATION WORKS FOR 1 MTR DIA TELESCOPE, 7 MTR DIA DOME AND FOR PEB STRUCTURE AND ACCESS ROAD ON MOUNT SARASWATI AT HANLE THROUGH EXECUTION CONTRACT UNDER AoR OF 93RCC/755 TF
2.1 Preparation of subgrade in SMB by excavating upto 20cm avg depth, dressing, excavated earth to required camber and consolidating with power roller including water and disposal of surplus earth as per MoRT&H specification for road and bridge Works (5th Revision) and as per directions of Engineer-in-Charge (652.5 Sqm) 2.2 GSB 10 cm thick (compacted) (Double Layer) with natural sand, moorum, gravel or any material as per Table-400-1 of MoRT&H specification for roads and bridge work, including supply of material, spreading in layers, watering and compaction, all complete and as per directions of Engineer-in-Charge. (130.5 Cum) 2.3 Providing, laying and compaction of Wet Mix Macadam (WMM) layer compacted thickness 75 mm thick (Double Layer) confirming to Section 406 of MoRT&H specification for road and bridge Works (5th Revision) and as per directions of Engineer-in-Charge. (91.13 Cum) 2.4 Providing and applying of prime coat with bitumen emulsion on WMM surface including cleaning of road surface and spraying primer @7.5 Km/10 sqm (Using BPD with manual labour) confirming to sec 502 of MoRT&H specification for Road and Bridge Works (5th Revision) and as per directions of Engineer-in-Charge.(562.5 Sqm) 2.5 Providing, laying and compaction of DBM layer compacted thickness 75 mm confirming to section 505 of MoRT&H specification for road bridge work (5th revision) and as per directions of Engineer-in-Charge. (42.19 Cum) 2.6 Providing and applying tack coat with bitumen emulsion using bitumen pressure distributor @2.5 Kg/10 Sqm on prepared primed and bituminous surface cleaned with mechanical broom confirming to Section 503 of MoRT&H specification for Road Bridge Works (5th Revision) and as per directions of Engineer-in-Charge. (562.5 Sqm) 2.7 Providing laying and compaction of BC layer compacted thickness 40 mm over Dense Bituminous layer confirming to section 507 of MoRT&H specification for road bridge wk (5th revision)&as per directions of Engineer-in-Charge.(22.5 Cum) 2.8 Road Marking with Thermoplastic Paint (2.50 mm thick) conforming to Section 803 of MORT&H Specifications for Road and Bridge Works (5th Revision) and IRC:35-2015 and as per directions of Engineer-in-Charge. (30 Sqm) 2.9 Providing and fixing of Delineators (600mm) confirm to section 806 of MoRT&H specification for Road and Bridge Work (5 th Revision) and IRC 79-2019 and as per directions of Engineer-in-Charge. (25 Nos) 2.10 Providing and fixing of road studs (Cat eye) die cast in aluminum resistant to corrosive effect of salt and girt, fitted with lens reflector confirming to section 804 of MORTH specification for road and Bridge Work (5th Revision) and as per directions of Engineer-in-Charge. (25 Nos)