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| 1 | Note:-1. Please refer schedule \"A\" notesbefore quoting the tender. 2. Amount of schedudle of credit shall be deducted offline by department . |
| 2 | GENERAL SUMMARY |
| 3 | Lump sum price worked out by the contractor for BUILDING WORKS as listed in Schedule ‘A’Part-I (Ref prepriced schedule attached seperately) |
| 4 | Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART- II (INTERNAL WATER SUPPLY WORKS) as listed in Schedule ‘A’Part- II (Ref prepriced schedule attached seperately) |
| 5 | Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART-III (INTERNAL ELECTRIFICATION WORKS ) as listed in Schedule ‘A’Part -III (Ref prepriced schedule attached seperately) |
| 6 | Lump sum price worked out by the contractor forSCHEDULE ‘A’ PART-IV (EXTERNAL WATER SUPPLY WORKS) as listed in Schedule ‘A’ Part-IV (Ref prepriced schedule attached seperately) |
| 7 | Lump sum price worked out by the contractor forSCHEDULE \"A\" PART-V (EXTERNAL ELECTRIFICATION WORKS) as listed in Schedule ‘A’Part-V (Ref prepriced schedule attached seperately) |
| 8 | Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART-VI(ROAD, PATH, CULVERTS AND HARDSTANDING WORKS) as listed in Schedule ‘A’Part-VI(Ref prepriced schedule attached seperately) |
| 9 | Lump sum price worked out by the contractor forSCHEDULE \"A\" PART-VII (AREA DRAINAGE WORKS) as listed in Schedule ‘A’Part-VII(Ref prepriced schedule attached seperately) |
| 10 | Lump sum price worked out by the contractor for SCHEDULE \"A\" PART- VIII (SEWAGE DISPOSAL WORKS) as listed in Schedule ‘A’Part-VIII(Ref prepriced schedule attached seperately) |
| 11 | Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART – IX (EXCAVATION, EARTH WORK & SITE CLEARANCE DEVELOPMENT WORKS) as listed in Schedule ‘A’Part- IX (Ref prepriced schedule attached seperately) |
| 12 | SCH \"A\" PART-X (MISCELLANEOUS ITEMS) |
| 13 | INTERNAL ELECTRIFICATION WORKSNOTE:- For items of Internal electrification wprks notes given at the beginning of Sch ‘A’ Part-III ( Internal electrification works ) shall also be applicable. |
| 14 | S&F study lamp wall mounted type upon table including LED lamp 9 Watt for study light fitting complete all as specified and directed. |
| 15 | EXTERNAL WATER SUPPLY WORKS NOTE:- For items of external water supply notes given at the beginning of Sch ‘A’ Part-IV (External water supply) shall also be applicable. |
| 16 | M&L for construction of brick masonary valve pit chamber size 900 x 900 x 600mm including necessory earth work, PCC, copping, plastering on internal surface of valve pit. Framed work for the valve pit chamber cover made of MS sheet angle equal angle 40 x 40 x 5mm and MS sheet 3mm thick conforming to Fe 410-o and Fe 310-o including welding cutting hinges locking arrangement complete and applying two coats of synthetic paint over a coat of red oxide primer on the valve pit cover complete all specified on drawing and directed by Engr-in charge. |
| 17 | EXTERNAL ELECTRIFICATION WORKS NOTE:- For items of external electrification notes given at the beginning of Sch ‘A’ Part-V (External electrification) shall also be applicable. |
| 18 | M&L for supply, installation, connecting and commissioning ofCPRI approved main LT distribution panel board ( MAIN LT PANEL 1 ), outdoor type, both side openable including locking arrangement with sliding door bolt, cubical type, 3 phase, 4 wire, 415V, factory made free standing, floor mounting, dust and vermin proof, cubical type, fabricated from 3.15 mm thick MS sheet with anticorrosive coating and finally epoxy polyster powder coating of flint grey shade fully compartmentalised design with 4 Nos insulated bus bar each made of high conductivity aluminium of size not less than 1.25 times of main incomer, prewired with suitable size of copper cable/insulated copper strip including PCC work and iron work for fixing arragement at site suitable earth strips conforming to IS, cable glands, lugs etc suitable for and comprising of the following.(A) INCOMING(i)MCCB, 4 Pole, 100 Amps, 25 kA at 415V with rupturing capacity 25 KA-01Nos(B) OUTGOING(i) Aluminium bus bar capacity 160 Amp- 04 Nos(ii) MCCB four pole with thermal magnetic release adjustable type with breaking capacity 16 KA, 63 Amp - 02 Nos(iii) MCB SPN 40 Amp, 230V, 50Hz 40 Amp with rupturing capacity 10 KA -01 No.(iv) Digital voltmeter- 96 x 96mm flush secure panel mounting type 0-500V with selector switch -01 No.(v) Digital Ampmeter- 96 x 96mm flush secure panel mounting type 0-100 Amps with selector switch with CT - 01 No.(vi) RYB neon indicating lamp set of three - 01 No. |
| 19 | S&F junction box single pole and neutral enclosure compression gland 2 with connector and clamp for pole mounting with two nos of nut bolt and washers and socket complete of size not less than 12 \" x 10\" x4\" complete all as specified and directed by Engr-in-Charge . |
| 20 | S&F in tubes galvanised 40mm bore light grade ISI Marked bent to shape of bracket 1.2 mtr in length for mounting of street light fitting and fixed to pole with clamp and nut bolt and washer and applying two coats of synthetic paint over a coat of red oxide primer complete all as specified and directed. |
| 21 | SEWAGE DISPOSAL WORKSNOTE:- For items of sewage disposal notes given at the beginning of Sch ‘A’ Part-VIII ( Sewage Disposal Works) shall also be applicable. |
| 22 | S&F HDPE double wall corrugated sewagepipe 150mm internal bore SN-8 ISI Mark as per IS 16908 Part II 2013 laid in trenches, jointed and tested as per manufacturer\"s instructions complete all as specified and directed. |
| 23 | Contruction of RCC septic tank designed to carry sewage and sludge water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in Walls , Base Slab , Baffle walls and Roof Slab including beams etc with vent shaft, manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter for 100 users (CONVENTIONAL pattern) complete all as specified and directed. |
| 24 | Contruction of RCC septic tank designed to carry sewage and sludge water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in Walls, Base Slab , Baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter for 50 users (CONVENTIONAL pattern) complete all as specified and directed. |
| 25 | Construction of soakage wellsexcavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made ofbrick masonary in CM, RCC cover slab in M25/SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats2.40 x 3.00m effective depth comlete all as specified and shown on drgs No TD NoCEBZ/TD/78/2011. |
| 26 | Construction of soakage wellsexcavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made ofbrick masonary in CM, RCC cover slab in M25/SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats1.8 x 3.00m effective depth comlete all as specified and shown on drgs No TD NoCEBZ/TD/78/2011. |
