Tender For Construction Of Breast Wall At K.M. 266+700 To 266+820, 266+840 To 266+960, 267+100 To 267+140, 267+160 To 267+220 And282+680 To 282+750, 283+325 To 283+475, 284+000 To 284+070, 284+432 To 284+500 (Total Length 0.698 Km.) Road Safety Protection, Surajpur-Chhattisgarh
TDR : 53828133
Tender Notice
BOQ
40 Days Left
Surajpur
Chhattisgarh
Tender For Construction Of Breast Wall At K.M. 266+700 To 266+820, 266+840 To 266+960, 267+100 To 267+140, 267+160 To 267+220 And282+680 To 282+750, 283+325 To 283+475, 284+000 To 284+070, 284+432 To 284+500 (Total Length 0.698 Km.) Road Safety Protection
Name of Work:CONSTRUCTION OF BREAST WALLAT K.M. 266+700 TO 266+820, 266+840 TO 266+960, 267+100 TO 267+140, 267+160 TO 267+220 AND282+680 TO 282+750, 283+325 TO 283+475, 284+000 TO 284+070, 284+432 TO 284+500 (TOTAL LENGTH 0.698 KM.) ROAD SAFETY PROTECTION WORK ON MP/CG BORDER TO SURAJPUR SECTION OF NH-43 ON SBD MODE IN THE STATE OF CHHATTISGARH
Sl. No.
Item Description
1
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, includingsetting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling withapproved material.)I Ordinary soilA Manual Means(i) upto 3 m depth
2
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsA) PCC Grade M 15Case-I With Batching Plant, Transit Mixer and Concrete Pump
3
Stone masonry work in cement mortar 1:3 forsubstructure complete as per drawing andTechnical Specifications.B) Coursed rubble masonry (first sort )
4
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
5
Construction of RCC open drain(ii) Construction of RCC open drain with minimumsize of 0.60m x 0.60m inside dimension andvarying as per site requirement less than 1m x1m inside dimension lined with 120 mm thick RCC M-20 walls ,120 mm thick RCC, M-20 foundation, over 100 mm thick ( Av) levelling course in PCC M- 15 including excavation, dressing of sides and bottom , providing HYSD reinforcement consisting of 10mm dia horizontal bars @ 150 mm c/c and Lshaped 10 mm dia vertical bars @ 150 mm c/c ( L= 800 m ) including cutting, bending and binding wires, placing in position, providing shuttering andconcreting by using concrete mixer , compaction by vibration etc complete as per drawings and technical specifications.
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