| 1 | 1 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. | BI01010001010000000000000515BI0100001114 | 23.8 | Cum |
|---|
| 2 | 2 | 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, , 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/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. | BI01010001010000000000000515BI0100001115 | 23.8 | Cum |
|---|
| 3 | 3 | Providing and laying in-situ M35 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | BI01010001010000000000000515BI0100001117 | 32.64 | Cum |
|---|
| 4 | 4 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. | BI01010001010000000000000515BI0100001118 | 266.4 | Rmt |
|---|
| 5 | 5 | Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) | BI01010001010000000000000515BI0100001119 | 266.4 | Rmt |
|---|
| 6 | 6 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. | BI01010001010000000000000515BI0100001120 | 217.6 | SQM |
|---|
| 7 | 7 | Transportation of Material obtained from debries of various sorts including necessary excavation / loosing including loading,unloading and conveying and disposing as directed. | BI01010001010000000000000515BI0100001121 | 23.8 | CUM |
|---|
| 8 | 8 | R.C.C. PIPES - Providing and Lowering, laying and jointing ISI standard R.C.C. pipes in proper grade and alignment with collar joints in C.M.1:1 proportion or socketed with rubber joints in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transporting, unloading and stacking ,cost of conveyance ,jointing of materail,labour etc. complete as directed by Engineer -charge as per IS-458/1988 & IS- 783-1985. Note : One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below. Class ‘NP-II’ | BI01010001010000000000000515BI0100001124 | 45 | RMT |
|---|
| 9 | 9 | Providing and constructing B.B.Masonry chamber with 100 mm thick 1:3:6 P.C.C. for bed on 100 mm thick oversizer soaling with 80 mm metal including excavation, 23 cm thick B.B.Masonry in c.m.1:6. Inside plaster in c.m.1:5 20 mm thick and outside plaster A) 900 x 600 x 450 mm | BI01010001010000000000000515BI0100001125 | 3 | Each |
|---|
| 10 | 9.1 | Add For Extra Depth 150 mm | BI01010001010000000000000515BI0100001126 | 6 | Each |
|---|
| 11 | 10 | Providing and fixing precast 125 mm thick slotted covers casted in M-30 with reinforcement of 10 mm dia bars both way @ 150 mm c/c tied with tack welding, with 2 hooks of 12 mm dia bars finishing in c.m.1:3 etc.complete. 750*600 | BI01010001010000000000000515BI0100001127 | 6 | Nos |
|---|
| 12 | 11 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) | BI01010001010000000000000515BI0100001128 | 28.35 | CUM |
|---|
