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| 1 | NOTE:- Schedule ‘A’ (Part- I)under Ser No.1.01 to 1.07.Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only.The estimated rate is left blank since the same is not prepriced by MES |
| 2 | Construction of Toilet Block Building having WC (06 Nos), WHB (06 Nos), Bath Room (04 Nos), Urinal (02 Nos) with RCC framed structure, Brick Masonary, RCC roof slab etc. complete all as specified and as shown on drawings.(BLOCK NO 01) |
| 3 | Construction of Toilet Block Building having WC (04 Nos), WHB (04 Nos), Bath Room (03 Nos), Urinal (02 Nos) with RCC framed structure, Brick Masonery, RCC roof slab etc. complete all as specified and as shown on drawings. (BLOCK NO 02) |
| 4 | Construction of Toilet Block Building having WC (04 Nos), WHB (03 Nos), Bath Room (03 Nos), Urinal (02 Nos) with RCC framed structure, Brick Masonary, RCC roof slab etc. complete all as specified and as shown on drawings. (BLOCK NO 03) |
| 5 | Construction of Toilet Block Building having WC (09 Nos), WHB (05 Nos), Bath Room (06 Nos), Urinal (03 Nos) with RCC framed structure, Brick Masonary, RCC roof slab etc. complete all as specified and as shown on drawings.(BLOCK NO 04) |
| 6 | Construction of Toilet Block Building having WC (09 Nos), WHB (05 Nos), Bath Room (06 Nos), Urinal (03 Nos) with RCC framed structure, Brick Masonary, RCC roof slab etc. complete all as specified and as shown on drawings.(BLOCK NO 05) |
| 7 | Construction of Toilet Block Building having WC (04 Nos), WHB (04 Nos), Bath Room (04 Nos), Urinal (02 Nos) with RCC framed structure, Brick Masonary, RCC roof slab etc. complete all as specified and as shown on drawings (BLOCK NO 06) |
| 8 | Construction of Toilet Block Building having WC (02 Nos), WHB (02 Nos),Urinal (01 No) with RCC framed structure, Brick Masonary, RCC roof slab etc. complete all as specified and as shown on drawings.(BLOCK NO 07) |
| 9 | NOTE:- Schedule ‘A’ Part-IIto X.Ser No. 2.00to 10.00 are Prepriced by MES.Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only. |
| 10 | Lump sum price worked out by the Contractor for Internal electrification as listed in Sch \"A\" Part- II |
| 11 | Lump sum price worked out by the Contractor for Internal Water Supply as listed inSch `A’ Part- III |
| 12 | Lump sum price worked out by the Contractor for Road/Path/ Harstanding as listedin Sch \"A\" Part -IV |
| 13 | Lump sum price worked out by the Contractor forSewage Disposal as listed in Sch `A’ Part V. |
| 14 | Lump sum price worked out by the Contractorfor External Water Supply as listed in Sch `A’ Part- VI |
| 15 | Lump sum price worked out by the Contractor forExternal Electrification as listed in Sch `A’ Part -VII |
| 16 | Lump sum price worked out by the Contractorfor Solar Water Heateras listed in Sch `A’ Part -VIII |
| 17 | Lump sum price worked out by the Contractor for Site Clearanceas listed in Sch `A’ Part -IX. |
| 18 | Lump sum price worked out by the Contractor forDemolition Workas listed in Sch `A’ Part -X. |
| 19 | SCHEDULE \"A\" PART - XI(MISC ITEMS)Note for items 11.01to 17.00:- The contractor shall quote his rate for each of these items separately. The estimated rate is left blank since the same is not prepriced by MES) |
| 20 | Construction of brick masonary valve chamber with 3.00mm thick MS sheet cover and angle iron frame of size 40x40x6 mm duly painted with two coat of black bituminous paint over coat of red oxide primer with and including all necesaary earth work, excavation in soft/loose soil, returning filling in and removed of surplus soil to a distance not exc. 50mm, PCC work, brick work, plastering etc with necesaary lacking arrangment with 50 mm size one No. Lock complete of internal size 450x450x600mm complete. |
| 21 | M&L for cutting of black top cover of existing road upto 0.6 mtr depth andupto 45cm wide for laying of UG cable and pipe line, refilling and making good after laying UG cable and pipe line with PCC 1:3:6 upto 30cm from top of the road surface complete all as specified and directed by Engr - in-charge |
| 22 | S&F forstraight through joint LT from 25 sqmm 3.5/4 core upto and including 95 sqmm 3.5 core with jointing all as required and directed at site |
| 23 | M&LforSand filling with clean dry fine sand unwashed including gently punning around cables in trenches for cable protection complete all as specified and directed. Note:- Punned thickness shall only be measured a18Cm. |
| 24 | M&L for Relaying of LT cables after, jointing or necessary repair work and testing XLPE insulated PVC outer seathed and PVC inner sheath, galvanised steel strips armoured,and reconnecting the cable from over head lineand panelsuitable for rated voltage of 1100 Volts grade 16 sqmm to 70sqmm 4/3.5 Coreand laid in treches/ducts/pipe or under road/ on wall/pole all as required and directed at site.Note: excavation and earth work, joints will be measured and paid seprately |
| 25 | Taking out the existing LT cables of size upto 70 sqmm after disconnecting from over head lines, LT Panels,other similar equipments from trenches, pole etcand kept aside for schedule of creditall as required and directed at site. Note:-Excavation and earth work, joints will be measured and paid seprately |
| 26 | Dismantling of old existing LT panel complete with connected items by disconnecting of incoming and outgoing cables and earthing complete and shifting the same at another location near the existing site upto 50 mtr distance in and including earth work, PCC for plateform and connecting of existing LT cables after jointing of LT cables all as directed at site. |
