| 1 | 1 | Construction Of Cement Concrete Road at.village- Amdapur, Tq. Chikhali & Dist. Buldhana. | BI01010001010000000000000515BI0100001112 | | |
|---|
| 2 | 1.01 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. (Edsr It.no.2.11) (Reference No.MORTH MORTH 301) Additional specification MORTH 301. | | 61.5 | Cum |
|---|
| 3 | 1.02 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading I (Using Screening Type A (13.2) mm Aggregate), (Edsr It.no.3.18) (Reference No.MORTH 404) Additional specification MORTH 404. | | 41 | Cum |
|---|
| 4 | 1.03 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate)(Edsr It.no.3.20) (Reference No.MORTH 404) Additional specification MORTH 404. | | 41 | Cum |
|---|
| 5 | 1.04 | Providing and laying in-situ M30 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 & 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 compacting 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 ( initial lead of 5.00 Km for raw materials up to plant site). (Edsr It.No.5.01) (Refernce No.MORTH 602) (Additional Specification. MORTH 602.). | | 65.518 | Cum |
|---|
| 6 | 1.05 | 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.Spec :- As directed by Engineer-in-charge.(Edsr It.No.5.17) (Refernce No.MORTH 602.6) (Additional Specification. MORTH 602.6). | | 108.1 | Rmt |
|---|
| 7 | 1.06 | 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 & allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction & longitudinal joints (15 mm. deep x 8 mm.wide) (Edsr It.No.5.18) (Refernce No.MORTH 602.10.3) (Additional Specification. MORTH 602.10.3.). | | 108.1 | Rmt |
|---|
| 8 | 1.07 | Supplying hard murum / Kankar at the road site , including conveying and stacking complete. (Edsr It.No.B2.29) (Reference No.MORTH 408) (Additional Specification. MORTH 408). | | 6.56 | Cum |
|---|
| 9 | 1.08 | Spreading hard murum for side width etc. complete .(Edsr It.No.2.3), (Reference No.MORTH 408) (Additional Specification. MORTH 408). | | 6.56 | Cum |
|---|
| 10 | 1.09 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 0.90m x 0.60m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge.(Edsr It.No.6.96 ) (Refernce No.MORTH 801) (Additional Specification. MORTH 801). | | 1 | No |
|---|
