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| 1 | Providing and Constructing temporary Island 8m diameter for Construction of Well Foundation for 5m dia Well. |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 2000 m as per MORT&H item Sr no. 3.14 & Technical Specification Clause 305 |
| 3 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and MoRTH Item Sr no. 12.10, Technical Specification clause 1200 & 1900 |
| 4 | M-30 Reinforced Cement Concrete, in Well Foundation ( in well curb ) complete as per Drawing and MoRTH item Sr no. 12.11 A (ii) and Technical Specification clause 1200, 1500 & 1700. using Batching plant and concrete pump. |
| 5 | Reinforced Cement Concrete M30 Grade, in Well Steining complete as per Drawing MoRTH Item Sr no. 12.11 B VIIand Technical Specification clause 1500, 1700 & 2100 . Using concrete mixer. |
| 6 | Sinking of 5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.Depth below bed level up to 3.0M |
| 7 | Sinking of 5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.Depth below 3.00 to 10 M |
| 8 | Sinking of 5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.Beyond 10.00 to 15.00 M |
| 9 | Plain/Reinforced Cement Concrete, M 25 Grade in Well Foundation complete as per Drawing and MoRTH item no. 12.11 C (ii) case I and Technical Specification clause 1200, 1500 & 1700 in BOTTOM PLUGGING using batching plant and concrete pump. |
| 10 | Plain/Reinforced Cement Concrete, M 25 Grade in Well Foundation complete as per Drawing and MoRTH item no. 12.11 C (ii) case I and Technical Specification clause 1200, 1500 & 1700 in INTERMEDIATE PLUGGING using batching plant and concrete pump. |
| 11 | Sand Filling in Wells complete as per Drawing and MoRT&H item Sr no. 12.21 & Technical Specifications clause 1207. |
| 12 | Plain/Reinforced Cement Concrete M 30, in Well Foundation complete as per Drawing and MoRTH item no. 12.11 F (iii) as per technical specification clause 1200, 1500 & 1700 RCCin WELL CAPS using concrete mixture. |
| 13 | RCC M 35 in SUBSTRUCTURE in Piers, Pier caps, Abutment columns, Abutment beams, Back Walls & Wing walls etc. as per MoRT&H item no. 13.05 G Technical specification clause 1500, 1700 & 2200 using batching plant and concrete pump. |
| 14 | Furnishing and placing RCC/PSC Grade M40 in superstructure as per drawing and MoRT&H item no. 14.01 D & Technical specification clause 1500, 1600 & 1700 for Deck slab, Kerb using batching plant and concrete pump. |
| 15 | Providing and laying Cement concrete wearing coat M-40 grade including reinforcement complete as per drawing and Mort&h S.No. 14.04 & Technical Specifications clause 2702 |
| 16 | Supplying, Fitting and Placing uncoatedHYSD bar Reinforcement in Foundation, sub structure & Super-Structure complete as per Drawing and MoRT&H Item no. 12.40, Technical Specifications clause 1600 |
| 17 | Reinforced cement concrete grade M-30 approach slab including reinforcement and formwork complete as per drawing and MORT&H S.No. 14.11 & Technical specification 1500,1600,1700 & 2704 using batching plant and concrete pump. |
| 18 | PCC M15 Grade leveling course below approach slab complete as per drawing and MoRT&H item Sr No 12.08 ,Technical specification 2700 using concrete mixer. |
| 19 | Supply and fixing of 100 mm dia PVC pipe for services in footpaths per drawings SOR Basic rates item No 24 |
| 20 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and MoRT&H item Sr no. 13.14 |
| 21 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer\"s instructions for installation as per MoRT&H item Sr no. 14.22 & technical specification 2607 |
| 22 | Drainage Spouts complete as per drawing and Technical specification |
| 23 | 1- Cost of Maintenance of Road for Five Years will be paid extra as per conditions.2- The departmental road roller if spare, shall be made available to the contractor at site @ Rs. 2500 per day including POL charges, wages of driver and cleaner. If roller is kept idle due to non-availability of material or labour, recovery @ Rs. 2500 per day shall be made from contractor’s bill for idle period. Departmental HMP with necessary Road Roller, Tipper and other T&P etc. will be issued free of cost for bituminous work as and where applicable. |
