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| 1 | Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m as directed and earth filling in the depression / pit if any. |
| 2 | Excavation for foundation in soft rock including shoring and strutting,dewatering as necessary and disposing off excavated stuff as directed etc. complete. |
| 3 | Excavation for foundation in hard rock by blasting including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. |
| 4 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) |
| 5 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer |
| 6 | Providing and laying in situ / ready mix M-20 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C.solid piers,column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Includingplywood/steel formwork, centering |
| 7 | Providing and laying in situ / ready mix controlled M-25 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with Natural / VSItandard Artificial Sand |
| 8 | Providing and laying in situ / ready mix M20 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) |
| 9 | Providing and laying in situ / ready mix M25 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (height up to 4 meter with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSIstandard Artificial Sand) |
| 10 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 11 | Providing tar paper bearing including laying in proper position etc. complete. |
| 12 | Providing and laying cement concrete wearing coat M20 grade with batch mix type concrete mixer with SCADA including reinforcement as per drawings and technical specifications etc complete. |
| 13 | Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. |
| 14 | Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete. |
| 15 | Providing and laying weep holes of 100 mm diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete. |
| 16 | Providing and fixing Guard Railing of 1000mm height as per Type D Drg. No. 15 dt. 20- 4-79, and fixed in 40 x 40 x 6mm iron, angle embedded in 1:2:4 cement concrete bedding patti as per detailed drawing, with 3 coats of approved of yellow and black paint. |
| 17 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. |
| 18 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc.complete. (by granular material) |
| 19 | Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\" |
| 20 | Repayment of Testing Charges |
| 21 | A)Sand- (sieve Analysis), silt and clay content |
| 22 | B)Metal-(Water absorption, specific gravity, impact value, crushing valu) |
| 23 | C)Cement -(Std. consistency, fineness,specific gravity, setting time, compressive strength soundness |
| 24 | D)Concrete Cube- compressive strength of CC cube |
| 25 | F) Steeli) up to 16 mm(set of 3 bars) |
| 26 | ii) above 16 mm( tensile strength, elongation, yield stress, wt. per meter, bend/ rebend test, proof stress. |
