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| 1 | Total amount of Sch 'A' Part-I (Building Works) lump sum price worked out by the contractor for \\"Building Works\\" as listed in Schedule 'A' Part-I |
| 2 | Total amount of Sch 'A' Part-II (Site Clearance and Earth Work Works) lump sum price worked out by the contractor for \\"Site Clearance and Earth Work Works\\" as listed in Schedule 'A' Part-II. |
| 3 | Total amount of Sch 'A' Part-III (Internal Water Supply Works) lump sum price worked out by the contractor for \\"Internal Water Supply Works\\" as listed in Schedule 'A' Part-III. |
| 4 | Total amount of Sch 'A' Part-IV (Internal Electrification Works) lump sum price worked out by the contractor for \\"Internal Electrification Works\\" as listed in Schedule 'A' Part-IV. |
| 5 | Total amount of Sch 'A' Part-V (Sewage Disposal Works) lump sum price worked out by the contractor for \\"Sewage Disposal Works\\" as listed in Schedule 'A' Part-V. |
| 6 | Total amount of Sch 'A' Part-VI (Road, Path, Culverts Works) lump sum price worked out by the contractor for \\"Road, Path, Culverts Works\\" as listed in Schedule 'A' Part-VI. |
| 7 | Total amount of Sch 'A' Part-VII (Area Drainage Works) lump sum price worked out by the contractor for \\"Area Drainage Works\\" as listed in Schedule 'A' Part-VII. |
| 8 | Total amount of Sch 'A' Part-VIII ( Fencing/ Gate) lump sum price worked out by the contractor for \\"Boundary Wall/ Fencing/ Gate\\" as listed in Schedule 'A' Part-X. |
| 9 | Total amount of Sch 'A' Part-IX (External Electric Supply) lump sum price worked out by the contractor for \\"External Electric Supply\\" as listed in Schedule 'A' Part-VIII. |
| 10 | Total amount of Sch 'A' Part-IX (External Water Supply Works) lump sum price worked out by the contractor for \\"External Water Supply Works\\" as listed in Schedule 'A' Part-IX. |
| 11 | Schedule 'A' Part- XI (Misc Items of Works) Note : This schedule is not pre priced by MES and the pre-priced rate indicated as \\"Rs 0.00\\" under Col 5 signifies this fact only |
| 12 | INTERTNAL ELECTRIFICATION WORKSSupply and fixing 50 W LED hanging light fitting with pressure die cast aluminium housing, toughened glass cover, IP 66 protection suitable for 230V AC supply with high efficiency LED and integrated driver, including all arrangements for hanging the luminaire at least 1.5 meter below ceiling with suitable suspension/hanging accessories, complete all as specified and as directed by Engineer In Charge. |
| 13 | Supply, installation, testing and commissioning of perforated M.S. cable tray of size 150 mm (W) x 50 mm (D) x 1.6 mm thickness, powder coated, with perforation not exceeding 17.5%, in standard lengths, including all accessories such as bends, tees, reducers, and connectors as required, fixed on wall using M.S./G.I. cantilever brackets of suitable size, fabricated from M.S. angle not less than 50×50×5 mm, duly anchored to wall with approved anchor fasteners (minimum M10), at spacing not exceeding 1.2 m centre-to-centre, including all hardware such as nuts, bolts, washers, clamps, painting of brackets with anti-corrosive paint, and proper earthing of cable tray, complete as specified and directed by Engineer- in- charge. |
| 14 | SEWAGE DISPOSAL WORKSSupplying, aligning & Installation of Precast circular reinforced concrete (M-40) manholes complete with and including S.F.R.C. cover (heavy duty, HD-20 grade designation), conical top (Top portion) of internal dia 0.56 metre at top, internal dia 10 metre at bottom, 0.80 metre internal depth, and bottom solid cylindrical portion 0.30 metre deep, with wall thickness of 200mm Type- manhole conforming to 1.S. 12592, collector for DWC inlet 150/200, DWC cutlet 150/200 pipes & future pipes coacting arrangements all es specified and shown on drawing 1.0.SK-1054 Sheet 1/3. The mannoles shall be precast with M-40 concrete grade building in with erd caps where hown or necessary, including cost of all materials labours and T&P incl Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS: 10910 on 12mm dia bar conforming to IS: 1786 having minimum cross section as 23X25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification marks to be visible even after fixing including fixing in manhole complete all as specified and as directed by Engineer-in-charge.. |
| 15 | All as per item No. 14 here-in-before but for circular precast reinforced manhole rings only for increase of manhole depth of manhole Type-I but for depth more than 0.8 metre upto 2.0 metre complete all as specified and as directed by Engineer-in-charge. Notes:- (I)Various manholes of different depths are to be provided at site as per site requirement.(ii)The tenderer shall quote rates for depth beyond J.S metre top portion. Actual payment shall be made based on actual depth provided at site for increse in depth or for each manhole beyond 0.8 metre depth top portion.(ii) Tenderer should note this aspect while quoting rates against this item. |
| 16 | Material and labour for HDPE DWC PVC pipe 150mm bore dia in SN4 stifness class laid in trenches complete all as specified and as directed by Engineer-in-charge. |
| 17 | EXTERNAL ELECRIFICATION WORKSSupplying and erecting in vertical position 4 pole structure, consisting of 04 Nos steel tubular swaged poles complete with cast iron base pates , final taper plug, bolts, nuts & screws as specified type 410 SP-55 (11.0 metres long) including Excavation and earth work, PCC in foundations, coping etc, provision of cross arms , anti-climbing devices, for one incoming and two out going and applying two coats of aluminium paint externally on steel surface, providing 30 cm wide alternate strips with yellow & black paint with synthetic enamel paint upto1.20 m from ground level and numbering the pole( with white and black paint) , the under ground part of pole shall be painted with black bituminious paint complete all as specified and as directed by Engieer-in-charge. |
| 18 | Supply, installation, commissioning and testing of outdoor LT feeder panel made out of CRCA sheet 30 mm thick vermin proof factory made CPRI approved, with copper bus bar of capacity 300 Amps for 3 phase and neutral with necessary angle iron 50 x 50 x 6 mm support frame including two coats powder painting over a coat of red oxide primer and grout in PCC complete all as specified and directed comprising of the following complete all as specified and directed by Engineer-in-charge.(Main Panel near transformer)(A) INCOMING(a) MCCB 160 A, 415 V. 4pole with over load short circuit protection, breaking capacity 35 KA 01 No(b) Multifunction meter for measuring V.A.F.KW,KVA including CTs of suitable capacity(c) Indicator lamps RYB LED type(Set of Three)-01 Nos (B) OUTGOING(a) MCCB 125 A, 415 V. 4 pole with over load short circuit protection, breaking capacity 35 KΑ -01 Nos(b) MCCB 63 A, 415 V, 4 pole with over load short circuit protection, breaking capacity 25 KA -01 Nos(e) MCCB 32 A, 415 V. 4 pole with over load short circuit protection, breaking capacity 25 KA-02 Nos(f) Wiring of above accessory with suitable size of copper conductor cableNote:-(i) All MCCBs/instruments/MCBs / Bus Bar shall be housed in a separate housing with on-off latches in the housing. (ii) Space for provn of one extra MCCB should be provided in the panel |
| 19 | Supply, installation, commissionning and testing of indoor LT feeder panel made out of CRCA sheet 3.0 mm thick vermin proof factory made CPRI approved, with copper bus bar of capacity 300 Amps for 3 phase and neutral with nessary angle iron 50 x 50 x 6 mm support frame including two coats powder painting over a coat of red oxide primer and grout in PCC complete all as specified and directed comprising of the following complete all as specified and directed by Engineer-in-charge. (Near machine shed)(A) INCOMING(a) MCCB 125 A, 415 V, 4pole with over load short circuit protection, breaking capacity 35 KA-01 No(b) Multi function meter for measuring V,A,F,KW, KVA including CTs of suitable capacity(c) Indicator lamps RYB LED type (Set of Three)-01 No(B) OUTGOING(a) MCCB 63 A, 415 V, 4 pole with over load short circuit protection, breaking capacity 25 KA-02 Nos(b) MCCB 32 A, 415 V, 4 pole with over load short circuit protection, breaking capacity 25 ΚΑ -05 Nos(c) Wiring of above accessory with suitable size of copper conductor cableNote: (i) Electric connections to each equipments/machines of SWM plant with PVC insulated armoured/ non armoured cable with copper conductor of suitable size including laying, fixing connections with suitable size of cable lugs etc from MCCBs of panel is included. (ii) All MCCBs / instruments / MCBs / Bus Bar shall be housed in a separate housing with on-off latches in the housing (iii) Space for provn of one extra MCCB should be provided in the panel. |
| 20 | Supplying and fixing of mild steel, light Grade, medium grade, bracket of 40 mm bore dia 1.2 mr long bent to shape for fixing of LED street light fittings including fixing with and including mild steel clamps of MS flat 50x3 mm and accessories etc complete all as specified and as directed by Engineer-in-charge. |
| 21 | Supply and fixing Cable PVC insulated and FR PVC round sheathed copper conductor 2 core AC 1100 Volts grade 1.5 sqmm size and required flexible conduit etc all as specified and as directed by Engineer-in-charge. |
| 22 | Supply and fixing MS junction box IP-66 \\"halogen free and weather proof for out door opertion on street light pole of 200mm x 160mm x 100mm size and bakelite terminal plate suitable for single pole and neutral for loop in loop out of XLPE armoured cable up to 10 Sqmm x 2 core, MCB SP 6 Amps C Series (01Nos), cable lugs, and 4 No of suitable size aluminium bus Bar and MS fixing bracket made out of 25mm x 4mm MS flat for fixing the box to pole with bolts and nuts, and washers complete all as specified and as directed by Engineer-in-charge. |
| 23 | Material and labour for dismantling/taking down of existing 2 Pole structure with GOD, cross arms. earthings strips etc. carefully and shifting the same to the proposed location of SWM site and install the same all as directed by Engrineer-in-Charge. Note:- Excavation,earth work ,PCC in foundations, coping etc shall be measured and paid separately under relavent items. |
| 24 | EXTERNAL WATER SUPPLYConstruction of brick masonary valve pit 900 x 900 x 900 mm (internal dimension) Excavation and earth and removal of soil to a distance not exc 50 m and depositing where directed. Foundation shall be 15cm thick of PCC 1:4:8 type D-2 having 15cm offset all around,.Brick work shall be 23 cm thick using sub class 'B' brick work in cement mortar 1:6 , 40 mm thick coping in PCC 1:2:4 type B-1 shall be provided on the top of the brick wall , internally plastered in cement mortar (1:6) finished even and smooth and externally plastered in cement mortar (1:4), angle iron frame of size 40mm x 40mm x 5mm including provn of suitable hold fasts embedded in pcc 1:2:4 type B-I to hold the frame, hinged the 3 mm thick mild steel sheet cover with locking arrangement and lifting handle, steel/iron surface shall be painted with two coats of synthetic enamel paint, over a coat of red oxide primer complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
