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C/O approaches of ROB Talara.
COMPOSITE PIPE (PE-AL-PE) SIZE 3240 IN ROLL OF 50 METERS LENGTH., as per Drawing:IS:15450-2004., Packing Instruction: AS PER STANDARD PACKING. IT SHOULD BE ENSURED THAT ITEM SHOULD NOT RUB DURING TRAN
SH- Balance work of 104.00 mtr. span bridge, sub structure, super structure and both side approaches)
(under BBNDA Deposit)
C/O Sub-Structure, Super Structure and both side approaches).
Construction of 122.51 mtr span ( (4 span of 30.00 mtrs each) centre to centre bearing of RCC Box Girder Bridge including both side approaches) Under NABARD RIDF-XXVII
Balance work of Sub-structure and C/o Super structure of 91.67 mtr span RCC Box Girder Bridge (3 x 30.00 mtr. each span) at RD 0/370.
Facility Management Services - LumpSum Based - PARK; Procurement and Installtion of Three Cast Iron Gazebos Connected by Interconnecting Suspension Bridges; Consumables to be provided by service provider (inclusive in contract cost)
Repair of bridge on Sukad Khad at RD 44/905
COMPOSITE PIPE (PE-AL-PE) SIZE 1620 IN ROLL OF 200 METERS LENGTH., as per Drawing: IS:15450-2022., Packing Instruction: AS PER STANDARD PACKING. IT SHOULD BE ENSURED THAT ITEM SHOULD NOT RUB DURING TR
COMPOSITE PIPE (PE-AL-PE) SIZE 3240 IN ROLL OF 50 METERS LENGTH., as per Drawing: IS:15450-2004., Packing Instruction: AS PER STANDARD PACKING. IT SHOULD BE ENSURED THAT ITEM SHOULD NOT RUB DURING TRA
COMPOSITE PIPE (PE-AL-PE) SIZE 3240 IN ROLL OF 50 METERS LENGTH., as per Drawing: IS:15450-2004., Packing Instruction: AS PER STANDARD PACKING. IT SHOULD BE ENSURED THAT ITEM SHOULD NOT RUB DURING TRA
COMPOSITE PIPE (PE-AL-PE) SIZE 3240 IN ROLL OF 50 METERS LENGTH., as per Drawing: IS:15450-2004., Packing Instruction: AS PER STANDARD PACKING. IT SHOULD BE ENSURED THAT ITEM SHOULD NOT RUB DURING TRA
Construction of approahces
Construction of retaining wall at RD 0/000 to 0/030 and 0/030 to 0/050 (L/S)
C/o 5/7 meter Wide Road, C/o Retaining Walls, Breast Walls, Providing Cross-Drainage Works, P/L Metalling and Tarring, C/o V-Shape Drains, Essential Parapets and Road Side Furniture in Km 0/0 to 1/405
Super Structure and both side approaches
Substructure , Super Structure and both side approaches
C/o approach slab, dirt wall, railing, wheel guard, 56mm thick wearing coat) (Under OTMNP)
(SH- Construction of Substructure, Superstructure and approaches) Under SCSP
Eng. manufacturing procurement installation of lift and travellator from Lakkar Bazar Bus stand to Ridge area in Smart city area based dev. including operation and maintenance for 5yr on EPC mode(SH Balance work of FOB/Lift Towerand finishing work).
Repair and Maintenance of Road from Baroh Bridge to Baroh, Repair of deck of Baroh and Dwaru Nallah Steel Bridges and other works from Manjeer to Baroh Road at BSPS, Surangani
Construction of 6 Nos. Foot Over Bridges (FOBs) on Parwanoo to Solan section of NH-22 (Now NH- 05) from Km. 67.000 to km 106.139 in the state of Himachal Pradesh
REDUCING BUSH 40 X 25 BORE, as per Drawing: IS:1239(PT.2)92TAB27 AISI 304 THREADS TO ISO7/1, Packing Instruction: AS PER STANDARD PACKING. IT SHOULD BE ENSURED THAT ITEM SHOULD NOT RUB DURING TRANSPOR
Providing and Laying WBM G-I, G-II, G-III and Tarring on both side approaches of 55.00mtr. span PSC Box Girder Bridge over Gamber Khad at Km. 11/715).
SH - Construction of bridge (Balance work)
SH- rotection of both side abutment by providing toe walls
Both side approaches in Tehsil Nurpur Distt. Kangra HP.
P/L Mastic Asphalt at RD 7/450
Construction of sub structure, supper structure and both side approaches
Sub Head Dismantling of old wooden member and providing and fixing steel work in super structure complete
C/O Sub-Structure and super structure
Supply and application of Loctite 2048LV or equivalent Thread locking Adhesive as an anti theft anti sabotage measure for HSFG bolts in railway bridges ,channel sleepers and other track components with bolts.
Construction of 3.00 Mtrs Span RCC Slab Culvert over Harnala at Mokshdham) under BASP Deposit Scheme ID-BSP/2024/26
C/O ROFD , M/T, R/walls, B/walls, CD Works, , V shape Drain and Parapets etc. i/c 40.00 mtr. Span PSC/RCC Box Girder Bridge at RD 1/890)
Providing and laying mastic asphalt wearing coat and minor repair work (i) Sukkar khad bridge on Bijhari Ghori Dhabiri road at RD 15/500 (ii) Badu khad bridge on Sarla Baddu Chakmoh road at km 3/105 (iii) Dugh khad bridge on Karnehra Fagoti road a
Construction of two Lane RUB in lieu of existing railway level Crossing No 96 C 2 E at Railway Km 119 3 4 on NH 503A at Km 20 690 in the state of Himachal Pradesh on EPC Mode
Repair Providing of damaged G.I wire crates Retaining wall near foot bridge including repairing of colony path at Intake of Andhra Power House.
R/R damages on Manpura Dharampur Road Km 0/000 to 7/000(SH Protection work of various Bridges on Manpura Dharampur Road,Crate work,C/o Parapets and repair of railing etc.
C/O Wheel guard, Pedestal, approach slab, Railing, Wearing coat, drainage spout, strip seal, C/O approaches i/c M/T
C/o R/Wall at RD 0/0 to 0/025 on both sides at Sunhet End and C/o Embankment
(SH- Geoligical investigation of soil/strata, preparation of hydraulic data, detail design and drawing and DPR/Estimate)
C/O Renuka Sataun Road for proposal of Double lane road Km. 5/00 to 13/450 (SH Geological investigation of soil Strata for construction of bridge at RD. 5/070,6/025,10/615,11/810 and 12/925)
Construction of Bridge from MTN road to village Dial in GP Bari Km 0.0 to 1.100 SH Construction of Retaining wall at RD 0.165 to 0.225 and 3.00 mtr. RCC span culvert at RD 0.227 under SCDP.
C/O BRIDGE INCLUDING BOTH SIDE APPROACHES) (UNDER S.C.S.P HEAD).
SH C/o suspension bridge with approaches.
C/O Formation cutting 5/7 mtr. wide, Dumping sites, Retaining walls, Breast walls, Cross-drainage work km 0/0 to 2/510 and 19.75 mtr RCC box girder bridge at RD 0/975).
Construction of Composite steel structure including foundation subture, super structure and comstruction of both side approaches etc