Military Engineer Services-MES has published Tender For Completion Of Incomplete Work For Providing Of Water Supply Scheme From Mile Stone 8 To 5 At Gangtok. Submission Date for this Tender is 05-08-2020. Water Supply Project Tenders in GANGTOK Sikkim. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 13-Apr-2020 | Date corrigendum1 | Date | 22-05-2020 |
| 2 | 11-May-2020 | Date Corrigendum 2 | Date | 22-06-2020 |
| 3 | 12-Jun-2020 | Date Corrigendum 3 | Date | 22-07-2020 |
| 4 | 13-Jul-2020 | TD Drawing 2 | Other | 29-07-2020 |
| 5 | 13-Jul-2020 | TD Drawing 4 | Other | 29-07-2020 |
| 6 | 15-Jul-2020 | TD Drawings 7 | Other | 29-07-2020 |
| 7 | 29-Jul-2020 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 05-08-2020 |
| NAME OF WORK :COMPLETION OF INCOMPLETE WORK FOR PROVN OF WATER SUPPLY SCHEME FROM MILE STONE 8 TO 5 AT GANGTOK | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Qty. | Units | |
| 1 | 1 | BUILDING AND STRUCTURE (Sch 'A' PART-I) | |||
| 2 | 1.01 | Construction of Pump house complete all as specified and as shown on drawings. | 1 | Each Job | |
| 3 | 1.02 | Construction of Semi Under ground sump 15000 Ltrs Capacity, complete all as specified and as shown on drawings.\n | 1 | Each Job | |
| 4 | 1.03 | Construction of Semi Under ground sump 5000 Ltrs Capacity (Pressure Breaking Tank), complete all as specified and as shown on drawings.\n | 3 | Each Job | |
| 5 | 1.04 | Construction of Semi Under ground sump 1,14,000 Ltrs Capacity (Sedimentation Tank), complete all as specified and as shown on drawings. | 1 | Each Job | |
| 6 | 1.05 | Construction of Semi under ground, clear water sump (Covered), 5000 Ltrs capacity complete all as specified and as shown on drawings. | 1 | Each Job | |
| 7 | 1.06 | Construction of Semi under ground sump 1,82,000 ltrs capacity (Covered) complete all as specified and as shown on drawings. | 1 | Each Job | |
| 8 | 1.07 | Sub total | |||
| 9 | 2 | SITE CLEARANCE AND SITE DEVELOPMENT (Sch 'A' PART-II) | |||
| 10 | 2.01 | Rough excavation n.exc 1.5 m deep and getting out in hard / dense soil complete all as specified and as directed. | 437.19 | Cum | |
| 11 | 2.02 | Rough excavation exc 1.5 m deep but n.exc 3.0 m depth beyond first 1.5m depth and getting out in hard / dense soil complete all as specified and as directed.\n | 118.74 | Cum | |
| 12 | 2.03 | Removing excavated material exc 50m but n.exc 250 m distance and depositing where directed at a level n exc. 1.5 m above the starting point complete, all as specified.\n | 1200 | Cum | |
| 13 | 2.04 | Sub total | |||
| 14 | 3 | RCC CHANNEL & RCC POST (Sch 'A' PART-III) | |||
| 15 | 3.01 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m deep and getting out in hard/dense rock complete all as specified and directed for RCC channel. | 12 | Cum | |
| 16 | 3.02 | M&L for PCC (1:3:6) type-C2, (using 40mm graded stone aggregate) as in foundations, fillings and mass concrete all as specified for RCC channel. | 2.3 | Cum | |
| 17 | 3.03 | M&L for RCC M-25 (Design mix) (using 20 mm graded stone aggregate) as in base slab, vertical slab for RCC channel etc complete all as specified and as directed. | 8 | Cum | |
| 18 | 3.04 | M&L for form work to sides of concrete foundation, footings and similar works flat and fair finished surfaces for RCC channel, complete all as specified. | 6 | Sqm | |
| 19 | 3.05 | M&L for formwork to faces of walls, retaining walls and similar work for flat and fair finished surfaces for RCC channel, complete as specified. | 36 | Sqm | |
| 20 | 3.06 | Removing of excavated materials to a distance not exceeding 50 m and depositing where directed at a level n.exc 1.5 m above the starting point.complete, all as specified. | 15 | Cum | |
| 21 | 3.07 | M&L for mild steel, TMT bar, 10 mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping , hooking ends and binding with and including mild steel wire ( annealed) not less than 0.9mm dia or securing with clips, conforming to Fe-500-D. | 600 | Kg | |
| 22 | 3.08 | M&L for form work to sides of pillars, post and similar works square or rectangular in shape fair finished surfaces for holding water pipes post in sumits complete all as specified. | 70 | Sqm | |
| 23 | 3.09 | M&L for RCC M-25 (Design mix) (using 20 mm graded stone aggregate) as in vertical pillars, posts etc complete all as specified and as directed. | 6 | Cum | |
| 24 | 3.1 | Excavation in post holes (or similar holes) each not exc 0.5 cum each and getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exc 25 cm watering, and removing surplus soil to a distance not exc 50 mtr and making good surface in hard rock | 50 | Each | |
| 25 | 3.11 | M & L for Cement concrete (1:2:4) type B1 (using 20 mm graded stone aggregate) for construction of thrust block complete, all as specified and directed.\nNote:- The thrust block shall be provided based on the RL (Reduced level) of site data at every turning point to take care of hammering effect/thrust at turning. | 35 | Cum | |
| 26 | 3.12 | M&L for PCC (1:4:8) type D-2, (using 40 mm grade stone aggregate) as in foundation, filling and mass concrete complete, all as specified.\n | 3 | Cum | |
| 27 | 3.13 | M&L for mild steel, TMT bar, 10 mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping , hooking ends and binding with and including mild steel wire ( annealed) not less than 0.9mm dia or securing with clips, conforming to Fe-500-D. | 1100 | Kg | |
| 28 | 3.14 | Sub total | |||
| 29 | 4 | EXTERNAL WATER SUPPLY (Sch 'A' PART-IV) | |||
| 30 | 4.01 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m deep and getting out in hard/dense soil including trimming the sides, forming bottom surface to required level for laying of pipes complete all as specified and directed. | 1200 | Cum | |
| 31 | 4.02 | Excavation in trenches n.exc 1.5 m wide and exc 1.5 m deep and getting out in soft/loose soil, including trimming the sides and forming bottom surface to required level for laying of pipes complete all as specified and directed. | 45 | Cum | |
| 32 | 4.03 | Returning, filling in including spreading leveling , watering and well ramming in layers n.exc 25 cm after laying of pipes complete all as specified and directed.. | 1115 | Cum | |
| 33 | 4.04 | Removing of excavated materials to a distance n.exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point. | 100 | Cum | |
| 34 | 4.05 | Supply, Jointing and laying in trenches, in standard length, centrifugally cast (spun) ductile iron (DI) pressure pipes, with inside cement mortar lining and black bituminous coating externally of size 150 mm Dia, nominal diameter, class K-9 classification, conforming to IS-8329 ISI marked, including push on rubber gasket joints, and jointing necessary DI specials etc including testings, complete all as specified. \nNote : (i) Excavation & earthwork, DI specials/ fittings will be measured and paid separately under relevant item of Schedule.\n(ii) The cost of push on types joint deemed to be included in the quoted rate. | 3300 | Rm | |
| 35 | 4.06 | M&L for DI fittings, ISI marked of size 150 mm for DI pipes class K-9, with inside cement mortar lining and black bituminous coating externally, fittings such as bends (any type radius and angle), tapers, tee pieces, single branches, Y junctions, Double junctions, connecting pieces, Nuts & bolts, Gaskets, Flanges etc. all as specified and as directed. | 4850 | Kg | |
| 36 | 4.07 | Supply & Laying tubes, medium grade, galvanised iron (ISI marked) with all fittings (medium grade, ISI marked), laid in trenches of size 150 mm bore including testing complete all as specified and as directed.\nNote : \n(i) Excavation and earth work shall be measured and paid seperately under respective item of Sch 'A'.\n(ii) The unit rate shall deemed to include the cost of all GI fittings, medium grade (ISI marked).\n(iii) Cutting of Pipes to the required length including threading etc is deemed to be included in unit rate inserted. | 30 | Rm | |
| 37 | 4.08 | Supply & Laying tubes, medium grade, galvanised iron (ISI marked) with all fittings (medium grade, ISI marked), laid in trenches of size 50 mm bore including testing complete all as specified and as directed.\nNote : \n(i) Excavation and earth work shall be measured and paid seperately under respective item of Sch 'A'.\n(ii) The unit rate shall deemed to include the cost of all GI fittings, medium grade (ISI marked).\n(iii) Cutting of Pipes to the required length including threading etc is deemed to be included in unit rate inserted. | 80 | Rm | |
| 38 | 4.09 | Supply & fixing cast iron sluice valve, ISI marked, 150 mm size complete all as per IS-14846-2000, PN 1.6 with Stainless steel spindle non rising type, iron wheel head, both end flanged and drilled with necessary holes for bolts alongwith jointing materials viz nuts, bolts and gaskets etc all as specified and directed. | 3 | Each | |
| 39 | 4.1 | Supply and fixing cast iron air release valve conforming to IS- 14845 with two air out lets 50 mm bore and fixing up in cast iron/DI pipe of size 150 mm bore water supply mains including all jointing materials as required at site and all as directed and testing complete. | 10 | Each | |
| 40 | 4.11 | Supply & fixing of gun metal globe or gate valves with iron wheel head,screwed both ends, heavy duty, ISI marked, for iron pipe and fixed of size 50 mm bore complete all as specified and as directed. | 4 | Each | |
| 41 | 4.12 | M&L for strainer of size 150mm dia conforming to relevant IS, supplied and installed for pumpset complete all as specified and as directed. | 1 | Each | |
| 42 | 4.13 | Provn of brick masonry valve pit of internal size 1000 mm x 1000 mm x 1000 mm with 3 mm thick MS sheet cover angle iron frame of size 25x25x6 mm and locking arrangements including two coats of synthetic enamel paint over a coat of red oxide primer on steel surface complete all as directed by Engr-in-Charge and as specified. | 10 | Each | |
| 43 | 4.14 | M&L for Earthing complete with galvanized steel earth plate electrode 60cmx60cmx6mm thick ,burried directly in ground (earth pit not less than 2.25 m deep below ground level ) with top edge of the plate not less than 1.5 m below normal ground level ,connected to galvanized GI earth strip 32x6 mm by means of bolts, nuts and washers of galvanized iron or steel including common salt & charcoal in alternate layers all as shown in electrical plate No.3 in SSR Part-I connected to earth test point all as specified with and including necessary excavation and earth work, 20 mm dia GI pipe medium grade ISI marked for watering with funnel, wire mesh, 40 mm dia medium grade GI ISI marked protection pipe, PCC chamber with PCC (1:2:4), type B-1 precast RCC cover (50mm thick) with RCC (1:2:4) type B-1 reinforced with 8 mm dia TMT bar @ 150 c/c both way with provison of handle with 10 mm dia MS round bar connected to earth test point and to the equipment all as specific or indicated including testing on completion. | 6 | Each | |
| 44 | 4.15 | M&L for Galvanised iron strip 32 x 6mm thick as earth lead fixed on wall/floor/trenches/pipe all as specified and as directed. | 10 | Rm | |
| 45 | 4.16 | M&L for PCC (1:3:6) type-C2, (using 40mm graded stone aggregate) as in foundations, fillings and mass concrete all as specified. | 15 | Cum | |
| 46 | 4.17 | Supply and fixing high pressure single head gear motor adjustable dozing pump of 100 PSI 230 V, 50Hz, 44 RPM, output 2 to 40 GPD complete with all accessories, all as specified.\n | 2 | Each | |
| 47 | 4.18 | Supply and installation, testing and commissioning of Water Treatment Plant of capacity 24 Cu Metre per hour consisting of Raw Water Pump, Lime Dosing System, Alum Dosing, Poly Electrolyte Dosing System, Flocculation Tank, Tube Settler/ secondary settling, Clear Water Pump, Dual Media Filter, Activated Carbon Filter, pH Dosing System incl all Civil works for equipment's foundations, grouting of equipments, connected piping and trenches wherever applicable, neutralisation pit, control valves etc suitable for the following input parameters and to obtain output parameters of drinking water confirming to IS to achieve potable water with required parameters including 50% standby capacity of plant. \n(i) Input Parameters :- Source Spring water\nTurbidity 8000 PPM (mg/ltr) (Max, assumed value of water during mansoon), Fe=1.0 PPM (mg/ltr) (Max)\n(ii) Output Parameters :- Treated Water\nTurbidity <5 PPM (mg/ltr)\nFe = <0.3 PPM(mg/ltr)\nTSS = <5 (mg/ltr)\nwith the following technical details of equipments / system :\n ITEM CONTINUED AS 4.19 | 1 | Each Job | |
| 48 | 4.19 | EQUIPMENT/SYSTEM AND CONSTRUCTION MATERIAL FOR 24 Cum Mtr/Hr AND 12 Cum Mtr/Hr CAPACITY :-\n(1) FLOCCUALTION TANK\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape - 1.65M Dia x 3.25 M height, shell thickness-4mm, inlet-100mm - Qty- 01 Set (Combined).\n Material of construction- MS Epoxy.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape - 1.20M Dia x 3.25 M height, shell thickness-4mm, inlet-50mm - Qty- 01 Set (Combined).\n Material of construction- MS Epoxy.\n(2) TUBE SETTLER\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape - 1.5 M x 2.0 M X 3.25 M, shell thickness-4mm, inlet-150mm - Qty- 01 Set (Combined).\n Material of construction- MS Epoxy.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape - 1.5 M x 2.0 M X 3.25 M, shell thickness-4mm, inlet-80mm - Qty- 01 Set (Combined)\n Material of construction- MS Epoxy.\n(3) DUAL MEDIA FILTER ASSEMBLY\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape - 1.3 M Dia, 1.5 M height, shell thickness-4mm, Disc thickness 5mm,pipe connection 65mm - Qty- 01 Set.\n Material of construction- MS Epoxy.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape - 1.0 M Dia, 1.5 M height, shell thickness-4mm, Disc thickness 5mm,pipe connection 50mm - Qty- 01 Set.\n Material of construction- MS Epoxy.\nITEM CONTINUED AS 4.20 | |||
| 49 | 4.2 | (4) ACTIVATED CARBON FILTER\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape - 1.5 M Dia, 1.5 M height, shell thickness-5mm, Disc thickness 6mm,pipe connection 80mm - Qty- 01 Set.\n Material of construction- MS Epoxy.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape - 1.0 M Dia, 1.5 M height, shell thickness-4mm, Disc thickness 5mm,pipe connection 50mm - Qty- 01 Set.\n Material of construction- MS Epoxy.\n(5) LIME DOSING TANK WITH AGITATOR ASSEMBLY\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape - 1.2 M Dia, 1.2 M height, shell thickness-4mm - Qty- 01 No.\n Material of construction- MS Epoxy.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape - 1.2 M Dia, 1.2 M height, shell thickness-4mm - Qty- 01 No.\n Material of construction- MS Epoxy.\n(6) LIME DOSING PUMP\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape- 1000 LPH, 1.5 Kg/Cm2 - Qty- 01 No.\n Material of construction- CI.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape- 1000 LPH, 1.5 Kg/Cm2 - Qty- 01 No.\n Material of construction- CI.\nITEM CONTINUED AS 4.21 | |||
| 50 | 4.21 | (7) POLYELECTROLYTE TANK WITH AGITATOR ASSEMBLY\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape - 0.8 M Dia, 0.8 M height, shell thickness-4mm - Qty- 01 No.\n Material of construction- MS Epoxy.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape - 0.8 M Dia, 0.8 M height, shell thickness-4mm - Qty- 01 No.\n Material of construction- MS Epoxy.\n(8) POLY DOSING PUMP\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape- 6 LPH, 1.5 Kg/SqCm - Qty- 01 No.\n Material of construction- MOTOR/PUMP.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape- 6 LPH, 1.5 Kg/SqCm - Qty- 01 No.\n Material of construction- MOTOR/PUMP.\n(9) ALUM TANK\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape - 1.2 M Dia, 1.2 M height, shell thickness-4mm - Qty- 01 No.\n Material of construction- MSRL / Epoxy.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape - 1.2 M Dia, 1.2 M height, shell thickness-4mm - Qty- 01 No.\n Material of construction- MSRL / Epoxy.\nITEM CONTINUED AS 4.22 | |||
| 51 | 4.22 | (10) ALUM DOSING PUMP\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape- 60 LPH, 1.5 Kg/SqCm - Qty- 01 No.\n Material of construction- MOTOR/PUMP.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape- 40 LPH, 1.5 Kg/SqCm - Qty- 01 No.\n Material of construction- MOTOR/PUMP.\n(11) RAW WATER PUMP\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape- 24 M3/Hr, @ 15 MLC - Qty- 02 Nos.\n Material of construction- CI.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape- 12 M3/Hr, @ 15 MLC - Qty- 01 No.\n Material of construction- CI.\n(12) FILTER FEED PUMP (FLOCCULATION TANK)\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape- 24 M3/Hr, @ 35 MLC - Qty- 02 Nos.\n Material of construction- CI.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape- 12 M3/Hr, @ 35 MLC - Qty- 01 No.\n Material of construction- CI.\n\nITEM CONTINUED AS 4.23 | |||
| 52 | 4.23 | (13) PRESSURE GAUGES\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape- Standard Size or as per OEM, Range 0-8 Kg/SqCm - Qty- 02 Nos.\n Material of construction- GM / as per OEM.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape- Standard Size or as per OEM, Range 0-8 Kg/SqCm - Qty- 02 Nos.\n Material of construction- GM / as per OEM.\n(14) ROTA METER\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape- 0-25 CuM/Hr / Standard Size or as per OEM - Qty- 01 No.\n Material of construction- PP / as per OEM.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape- 0-16 CuM/Hr / Standard Size or as per OEM - Qty- 01 No.\n Material of construction- PP / as per OEM.\n(15) V-NOTCH BOARDS\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape- Standard Size or as per OEM - Qty- 01 No.\n Material of construction- PVC / as per OEM.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape- Standard Size or as per OEM - Qty- 01 No.\n Material of construction- PVC / as per OEM.\nITEM CONTINUED AS 4.24 | |||
| 53 | 4.24 | (16) PH BOOSTING TANK\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape- 100 Ltrs - Qty- 01 Set.\n Material of construction- HDPE.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape- 100 Ltrs - Qty- 01 Set.\n Material of construction- HDPE.\n(17) PH BOOSTING PUMP\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape- 6 LPH, 1.5 Kg/SqCm - Qty- 01 Set.\n Material of construction- MOTOR/PUMP, BODY - PP.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape- 6 LPH, 1.5 Kg/SqCm - Qty- 01 Set.\n Material of construction- MOTOR/PUMP, BODY - PP.\n(18) INTERCONNECTION PIPE LINE WORK\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape- Standard Size or as per OEM - Qty- 01 Lot.\n Material of construction- MS EPOXY.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape- Standard Size or as per OEM - Qty- 01 Lot.\n Material of construction- MS EPOXY.\nITEM CONTINUED AS 4.25 | |||
| 54 | 4.25 | (19) DMF MEDIA\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape- Standard Size / Qty or as per OEM - Qty- 01 Lot.\n Material of construction- As per OEM.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape- Standard Size / Qty or as per OEM - Qty- 01 Lot.\n Material of construction- As per OEM.\n(20) ACF MEDIA\n (a) For 24 Cu mtr/Hr Capacity :- Appox Size/shape- Standard Size / Qty or as per OEM - Qty- 01 Lot.\n Material of construction- As per OEM.\n (b) For 12 Cu mtr/Hr Capacity :- Appox Size/shape- Standard Size / Qty or as per OEM - Qty- 01 Lot.\n Material of construction- As per OEM.\nNOTE :\n (i) The entire system shall be executed through a reputed firm of OEM\n (ii) Any inadvertently missed out items shall be deemed to be included in the Contractors quoted unit rate to meet the design criteria of Water Treatment Plant accordingly. | |||
| 55 | 4.26 | Sub total | |||
| 56 | 5 | INTERNAL WATER SUPPLY (Sch 'A' PART-V) | |||
| 57 | 5.01 | S&F 25 mm bore water tubing, medium grade, galvanised with all fittings, fixed to walls and ceilings or laying in floors, duly clamped complete all as specified and directed . | 5 | RM | |
| 58 | 5.02 | S&F 20 mm bore water tubing, medium grade, galvanised with all fittings, fixed to walls and ceilings or laying in floors, duly clamped complete all as specified and directed . | 4 | RM | |
| 59 | 5.03 | S&F 15 mm bore water tubing, medium grade, galvanised with all fittings, fixed to walls and ceilings or laying in floors, duly clamped complete all as specified and directed . | 7 | RM | |
| 60 | 5.04 | All as per Item No. 5.03 here-in-above but concealed in wall/floor etc.\nNote : Cutting chases and making good is included in the lump sum of bldg as per Sch ‘A’ Note | 4 | RM | |
| 61 | 5.05 | S&F PVC connections 15 mm size with PTMT nuts of length 450 mm all as specified and directed. | 1 | EACH | |
| 62 | 5.06 | S&F PVC (SWR) pipes of 75mm bore, single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed. | 2 | RM | |
| 63 | 5.07 | S&F bib tap cast copper alloy, chromium plated 15 mm dia bore fancy type, with crutch or butterfly handle screwed down, screwed for iron pipe or for brass ferrule all as specified and directed. | 2 | EACH | |
| 64 | 5.08 | S&F angle stop cock, cast copper alloy, chromium plated, 15 mm dia bore fancy type with long shank and cup (concealed type) , screwed down, screwed both ends for iron pipe or for brass ferrule all as specified and directed. | 1 | EACH | |
| 65 | 5.09 | S&F gun metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe or union for 25 mm dia bore of pipe all as specified and directed. | 1 | EACH | |
| 66 | 5.1 | S&F stop cock, cast copper alloy, chromium plated 15 mm dia bore fancy type with long shank and cup (concealed type) , screwed down, screwed both ends for iron pipe or for brass ferrule all as specified and directed. | 1 | EACH | |
| 67 | 5.11 | S&F brass chromium plated bottle trap 32 mm bore for WHB with inlet and outlet screwed for pipes or connections including necessary packing, union and cap and fixed complete, all as specified and directed. | 1 | EACH | |
| 68 | 5.12 | S&F Pillar taps, cast copper alloy, with capstan heads, chromium plated, 15mm bore dia pipe, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed all as specified and directed. | 1 | EACH | |
| 69 | 5.13 | Sub total | |||
| 70 | 6 | INTERNAL ELECTRIFICATION (Sch 'A' PART-VI) | |||
| 71 | 6.01 | M&L for Point wiring complete with 1.5 sqmm single core PVC insulated unsheathed FRLS cable 1100 volts grade, ISI marked with multi stranded copper conductor drawn through and including non- metallic rigid PVC conduit, medium grade, ISI marked and conduit accessories, medium grade, ISI marked, concealed in wall / ceiling/ roof etc and including provision of 1.5 sqmm PVC insulated multistranded unsheathed copper conductor cable FRLS, ISI marked as earth continuity conductor, fabricated sunken terminal box duly painted made out of 1.60 mm thick sheet steel concealed in walls, with 3mm thick bakelite/PVC sheet (ISI marked) top cover with brass/chromium plated screws and cup washers for housing switches, socket outlets, fan regulators etc, all as specified and as directed for the following points:-\nItem continued as 6.02(a), 6.03(b) & 6.04(c) | |||
| 72 | 6.02 | (a) One light point controlled by one switch. | 7 | Per Point | |
| 73 | 6.03 | (b) One fan/exhaust fan point controlled by one switch. | 4 | Per Point | |
| 74 | 6.04 | (c) One switch socket out let point 5 Amps on independent board. | 2 | Per Point | |
| 75 | 6.05 | M&L for Point wiring complete with 2.5 sqmm single core PVC insulated unsheathed FRLS cable 1100 volts grade, ISI marked with multi stranded copper conductor drawn through and including non- metallic rigid PVC conduit, medium grade, ISI marked and conduit accessories, medium garde, ISI marked, concealed in wall / ceiling/ roof etc and including provision of 1.5 sqmm PVC insulated multistranded unsheathed copper conductor cable FRLS, ISI marked, as earth continuity conductor, fabricated steel sunken terminal box duly painted made out of 1.60 mm thick sheet steel concealed in walls, with 3mm thick bakelite/PVC sheet ISI marked top cover with brass/chromium plated screws and cup washers for housing 15 Amps switch socket outlets etc, all as specified and as directed | 1 | Per Point | |
| 76 | 6.06 | S & F Switch Piano, flush button, single pole one way, 5 Amp, 240 volt, ISI marked all as specified. | 11 | Each | |
| 77 | 6.07 | S & F Switch Socket outlet, 2-in-1, 5 Pin, 5 Amp, flush type, 240 volts, ISI marked complete as specified. | 2 | Each | |
| 78 | 6.08 | S & F Switch Socket Combination, 3 pin, 15 Amp flush type universal, 240 volts, as per relevant IS/ ISI marked complete as specified. | 1 | Each | |
| 79 | 6.09 | S&F ceiling fan 1200 mm sweep and connecting up complete including provision of 3 core of size 0.5 Sqmm (16/0.2 mm) copper cable from ceiling rose to fan all specified and as directed including writing of MES No. 2 cm height with synthetic enamel paint complete all as specified and directed.\nMake : CG/Havells/Usha/Almond or equivalent approved make.\nNote : Regulator will be measured and paid seperately under relevant item of schedule. | 2 | Each | |
| 80 | 6.1 | S & F Ceiling fan regulator electronic, stepped type, suitable for ceiling fan 1200/1400 mm sweep 230 Volts single phase AC all as specified and directed.\nMake : Cat No.674534 of Legrand or equivalent of ABB/Havells/ Anchor. | 2 | Each | |
| 81 | 6.11 | S & F Ceiling rose, PVC/polycarbonate, insulated body, 3 terminals and 240 Volts, ISI marked complete all as specified. | 11 | Each | |
| 82 | 6.12 | S&F exhaust fan with louvers 300mm sweep, heavy duty, 900 RPM, single phase 240 volts AC 50Hz and connecting up complete including louvers and provision of cable 3 core of size 0.5 Sqmm (16/0.2 mm) from ceiling rose to fan all specified and as directed including writing of MES No. 2 cm height with synthetic enamel paint all complete as specified and directed.\nMake :CG/Havells/Usha/Almond | 2 | Each | |
| 83 | 6.13 | S&F compact building security light luminaire 2 x 13 watt CFL with deep drawn MS housing finished in bright red with epoxy powder coated finished with acrylic cover with 2 Nos 13 watts CFL including bracket made out of 40 mm dia light grade GI pipe not less than 1.2 mtr long bend to shape duly fixed with MS clamps, nut, bolts etc complete all as specified and as directed.\nMake : SCE13213 of CG or equivalent in Havells/ Philips | 4 | Each | |
| 84 | 6.14 | S&F LED tube light fitting 1x18/20 Watt, energy efficient with box type decorative frame and decorative end caps complete electric connection with PVC insulated twin twisted flexible copper wire of size 0.75 Sqmm complete all as specified and directed.\nMake : Cat No. SLE BT 18W ARROW of Surya or equivalent of Havells/Philips. | 2 | Each | |
| 85 | 6.15 | S&F LED tube light fitting 1x 8/10 Watt, energy efficient with box type decorative frame and decorative end caps complete electric connection with PVC insulated twin twisted flexible copper wire of size 0.75 Sqmm complete all as specified and directed.\nMake : Cat No. SLE BT 8W ARROW of Surya or equivalent of Havells/Philips. | 1 | Each | |
| 86 | 6.16 | S & F DB with sheet metal enclosure 240 volts, 4 way Single pole and neutral, single door with suitable live / neutral link rated copper bus bar neutral link, earth link, earthing studs, without MCBs complete all as specified and directed | 1 | Each | |
| 87 | 6.17 | S&F RCBOs 16 Amps 240V, 50 Hz, AC, IP 20 protection for Earth leakage, Overload & Short circuit protection double pole, 30 mA complete all as specified and as directed | 1 | Each | |
| 88 | 6.18 | S&F MCB Single Pole 240 V 10 KA 'C' curve 5-30 Amps complete all as specified. | 2 | Each | |
| 89 | 6.19 | M&L for earthing complete with galvanised steel earth plate electrode 600x600x6.3mm thick burried directly in ground in ground earth pit not less than 2.25 mtr deep below normal ground level with top edge of the plate not less than 1.5 mtr below ground level connected to galvanised iron earth lead wire 4mm dia by means of nut/bolt and washer of galvanised iron or steel as shown in electrical plate No.3 of SSR Part-I 2009 including necessary excavation and earth work, GI pipe 20mm dia medium grade ISI marked for watering and GI pipe 15 mm dia medium grade ISI marked pipe for protectio of GI earth wire etc, PCC chamber with PCC (1:2:4), type B1, 50mm thick precast RCC cover with reinforced cement concrete (1:2:4) typeB1 (20mm graded stone aggregate) reinforced with 8mm dia TMT bar @ 150 mm c/c bothway with provision of 10mm dia MS bar handle, funnel, wire mesh, charcoal dust, salt etc connected to DBs, Switches, poles, panels etc as indicated including testing complete. | 1 | Each Set | |
| 90 | 6.2 | Sub total | |||
| 91 | 7 | EXTERNAL ELECTRIFICATION (Sch 'A' Part-VII) | |||
| 92 | 7.01 | Excavation in trenches n.exc 1.5 m wide and n. exc 1.5 m depth and getting out in soft / loose soil, including trimming the sides and forming bottom surface to required levels for laying cables complete all as specified. | 25 | Cum | |
| 93 | 7.02 | M & L for sand cushioning with dry course sand to under ground cables (8 cm deep before laying of cable and 15cm deep over the cable) in trenches including punning thickness up to 18 cm and consolidation, complete all as directed. \n(Note :- Punned thickness only will be considered for payment). | 7 | Cum | |
| 94 | 7.03 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 cm in soft / loose soil complete all as specified and directed. | 17 | Cum | |
| 95 | 7.04 | Removing surplus excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete as directed | 8 | Cum | |
| 96 | 7.05 | Supply & laying brick protection to underground cable with sub class 'B' bricks over the sand cushioning in cable trenches for protectiion of cables (LT) complete, all as specified and as directed. | 0.75 | 1000 Nos | |
| 97 | 7.06 | Supply, laying, testing and commissioning XLPE cable, insulated, armoured heavy duty under ground electric cable including end termination with necessary cable glands, lugs etc conforming to IS : 7098-1985, ISI marked, 1100 Volts grade, with multistranded aluminium conductor, cross sectional area 25 Sqmm, 4 core laid in trenches/poles/walls through pipes etc complete, all as specified and as directed.\n | 100 | Rm | |
| 98 | 7.07 | Supply, Installation, commissioning and testing including connection of LT indoor factory made CPRI type tested LT Panel board 415 Volts, Cable alley, with individual switchgear/MCCB, side hinged front cover with screwed knobs, bending of edges of front cover with providing suitable rubber/neoprene gaskets at edges, protection class IP 54 as per IS 8623, IS 5039/ relevant IS/IEC codes of suitable size, dust and vermin proof fabricated out of CRCA Sheet 2.00 mm thick and frame of angle iron of suitable size duly welded including cable entry & exist through glands including two coats of powder coated paint over a coat of red oxide primer on both outer and inner surfaces of panel, of suitable size all as specified and as directed including following items all as specified and as directed :-\n\nItem Continued as Srl No. 7.08 | 1 | Each Job | |
| 99 | 7.08 | (a) Copper busbar 100 Amps for RYB and 50 Amps for Neutral.\nINCOMING\n(a) MCCB 4 pole 3 phase 415 volts 50 Hz AC of 63 Amps rating with rapturing capacity 16 KA - 01 No \n(b) Onload change over switch 4 pole 3 phase 415 volts 50 Hz AC of 63 Amps rating - 01 No.\nOUTGOING\n(a) MCB 3 pole 3 phase 415 volts 50 Hz AC of 32 Amps rating with rapturing capacity 16 KA - 04 Nos.\n(b) MCB DP 20 Amps - 04 Nos \n(c) Provision of fixing 04 Nos star delta/DOL starter capacity upto 10 HP\n(d) Indicating lamps with holder - 03 Nos\n(e) Digital Ammeter (0-100) Amps digital type flush mounting type, with CTs of ratio 100/5 and selector switch - 01 set.\n(f) Digital voltmeter of range (0-500) volt digital type flush mounting type, with selector switch - 01 Nos\n(g) Aluminium danger notice plate of 440/415 Volts - 1 No | |||
| 100 | 7.09 | M&L for Earthing complete with galvanized steel earth plate electrode 60cmx60cmx6mm thick ,burried directly in ground (earth pit not less than 2.25 m deep below ground level ) with top edge of the plate not less than 1.5 m below normal ground level ,connected to galvanized GI earth strip 32x6 mm by means of bolts, nuts and washers of galvanized iron or steel including common salt & charcoal in alternate layers all as shown in electrical plate No.3 in SSR Part-I connected to earth test point all as specified with and including necessary excavation and earth work, 20 mm dia GI pipe medium grade ISI marked for watering with funnel, wire mesh, 40 mm dia medium grade GI ISI marked protection pipe, PCC chamber with PCC (1:2:4), type B-1 precast RCC cover (50mm thick) with RCC (1:2:4) type B-1 reinforced with 8 mm dia TMT bar @ 150 c/c both way with provison of handle with 10 mm dia MS round bar connected to earth test point and to the equipment all as specific or indicated including testing on completion. | 2 | Each | |
| 101 | 7.1 | Sub total | |||
| 102 | 8 | AREA DRAINAGE(Sch 'A' Part-VIII) | |||
| 103 | 8.01 | Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth and getting out in soft/loose soil complete, all as specified and directed. | 14 | CUM | |
| 104 | 8.02 | M&L for PCC (1:3:6) Type C2 (using 40 mm graded stone aggregate) as in surface channel & drain complete, all as specified. | 10.4 | CUM | |
| 105 | 8.03 | M & L for Extra for forming fair finished to drain or channel 30 cm inner girth in cement concrete using extra cement including forms,moulds,mitred/stopped ends etc complete all as specified. | 40 | RM | |
| 106 | 8.04 | Add or Deduct for each 25 mm girth or part thereof over or under 30 cm inner girth all as specified. | 0.01 | RM | |
| 107 | 8.05 | Removing excavated materials to a distance not exceeding 50m and depositing where directed at a level n.exc 1.5 m above the starting point complete, all as specified. | 14 | CUM | |
| 108 | 8.06 | Sub total | |||
| 109 | 9 | ROAD, PATH AND RCC BOX TYPE CULVERT (Sch 'A' Part-IX) | |||
| 110 | 9.01 | Rough excavation n.exc 1.5 m deep and getting out in soft /disintegrated rock all as specified and as directed.\n | 650 | CUM | |
| 111 | 9.02 | Excavation over areas not exceeding 1.5 m deep and getting out in soft/loose soil complete, all as specified and directed. | 140 | CUM | |
| 112 | 9.03 | Removing of excavated soft /disintegrated rock to a distance not exceeding 50 m and depositing where directed at a level n.exc 1.5 m above the starting point.complete, all as specified. | 790 | CUM | |
| 113 | 9.04 | Rolling and consolidating formation surface in cutting, in fillng, in depression and rolling with 8 to 12 tonne power roller including watering as required,filling in hollows/depressions complete, all as specified. | 63 | 10 Sqm | |
| 114 | 9.05 | M&L for 200 mm thick (spread thickness) soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated with 8 to 12 Tonne power roller to required gradient and camber all as specified. | 42 | 10 Sqm | |
| 115 | 9.06 | M&L for 75 mm thick (compacted thickness) Water Bound Macadam in one layer with coarse aggregate of sand stone, flint or quartzite of grading 2 (63 to 40mm size), spread, rolled and consolidated with 8 to 12 tonne power roller to gradient and camber required complete all as specified and directed. | 39 | 10 Sqm | |
| 116 | 9.07 | M&L for Preparing unsurface water bound macadam surfaces by brushing with wire brushes for removing caked mud etc ; sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified. | 39 | 10 Sqm | |
| 117 | 9.08 | M & L for applying evenly a priming / tack coat with bituminous primer @ 3.5 kg per 10 SQM using catonic emulsion complete, all specified and as directed. | 39 | 10 Sqm | |
| 118 | 9.09 | M & L for premix bituminous macadam 50 mm thick (consolidated thickness) with 0.74 cubic meter of stone chippings mixed with 36.50 kg binder per 10 SQM using VG-10 Bitumen binder, laid with mechanical paver, rolled with 8 to 12 tonne power roller complete, all specified and as directed. | 19.5 | CUM | |
| 119 | 9.1 | M&L for applying a tack coat of @ 2.5 kg /10 Sqm using catonic emulsion complete, all specified and as directed | 39 | 10 Sqm | |
| 120 | 9.11 | M&L for premix bituminous semi-dense asphaltic concrete, 40 mm thick (consolidated thickness with 5.50% binder content by weight of total mix), rolled and compacted to required gradient and camber complete using VG-10 bitumen binder complete, all as specified and as directed.\nNote : Semi dense ashphaltic bituminous concrete shall be designed as specified and binder content shall be provided as per design mix, contractor shall quote his rates considering the bitumen contents as 5.5% . Any variation in binder content on minus side shall be adjusted at the rate of Rs.40.00 per Kilogram of binder but variation on plus side shall not be paid extra. Contractor shall quote accordingly. | 39 | 10 Sqm | |
| 121 | 9.12 | M & L for continuous stone edging 15 to 20 cm wide and 25 to 30 cm in depth laid dry on end vertically complete, all specified and as directed. | 190 | RM | |
| 122 | 9.13 | M & L for Painting lines, dashes, arrows, letters, etc.on roads pavements and the like n exc 10cm wide with road marking paint, white or golden yellow complete, all as specified | 19 | 10 Rm | |
| 123 | 9.14 | PCC FOOT PATH | |||
| 124 | 9.15 | Surface excavation not exeeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete, all as specified. | 90 | Sqm | |
| 125 | 9.16 | M&L for hard core of gauge n.exc. 63 mm with broken stone or boulders, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface complete, all as specified | 9 | Cum | |
| 126 | 9.17 | M&L for 75 mm thick PCC (1:3:6) type C-2 (using 40 mm graded stone aggregate) as in plinth protection, path, steps etc., finished even and smooth without using extra cement complete, all as specified. | 90 | Sqm | |
| 127 | 9.18 | M & L for 20 mm thick screed bed or bedding layer in cement mortar (1:6) for laying floor finishes complete, all as specified and as directed. | 90 | Sqm | |
| 128 | 9.19 | M & L for prepolished coloured chequered cement concrete tiles 20cm x 20cm x 25mm thick with grey cement and pigments set jointed and pointed in neat cement slurry in floors, path etc. complete, all as specified. | 90 | Sqm | |
| 129 | 9.2 | RCC CULVERT | |||
| 130 | 9.21 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep and getting out in soft/loose soil complete, all as specified and as directed. | 3.49 | Cum | |
| 131 | 9.22 | Removing of excavated materials to a distance not exceeding 50 m and depositing where directed at a level n.exc 1.5 m above the starting point.complete, all as specified. | 3.46 | Cum | |
| 132 | 9.23 | M&L for PCC (1:3:6) type-C2, (using 40mm graded stone aggregate) as in surface channel and drain and similar works complete all as specified and as directed. | 1.57 | Cum | |
| 133 | 9.24 | M&L for precast cement concrete block masonry with PCC (1:3:6) type C-1 (using 20 mm graded stone aggregate) with solid block as in parapet wall exc 10 cm in width and set in cement mortar (1:4) , all as specified and directed. | 1.44 | Cum | |
| 134 | 9.25 | M & L for Rendering 15 mm thick in cement mortar (1:4) on fair faces of brick work or concrete surfaces, finished even and fair complete, all as specified. | 7.36 | Sqm | |
| 135 | 9.26 | M&L for Reinforced concrete pipes, 600mm bore, class NP-2, laid and jointed complete with collars all as specified and as directed., | 4.5 | Rm | |
| 136 | 9.27 | M & L for PCC (1:2:4) type B0 (using 20 mm graded stone aggregate) as in copping including weathering, slightly rounded or chamfered angles and throating including necessary form work, fair finished of exposed surfaces of concrete and making good with existing surfaces complete, all as specified and directed | 0.05 | Cum | |
| 137 | 9.28 | M & L for sand filling under floors or in foundations including watering and consolidation, complete all as directed. \n | 1.58 | Cum | |
| 138 | 9.29 | M&L for preparation of newly plastered/concrete surfaces of wall and applying two coats of cement base paint complete all as specified as directed. | 7.36 | Sqm | |
| 139 | 9.3 | Sub total | |||
| 140 | 10 | FENCING AND GATE (Sch 'A' Part-X) | |||
| 141 | 10.01 | FENCING | |||
| 142 | 10.02 | Excavation in post holes (or similar holes) each not exc 0.5 cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exc 25 cm watering, and removing surplus soil to a distance not exc 50 mtr and making good surface in soft/loose soil. | 145 | Each | |
| 143 | 10.03 | M&L for PCC (1:3:6) type-C2, (using 40mm graded stone aggregate) as in foundations, fillings and mass concrete all as specified. | 20 | Cum | |
| 144 | 10.04 | M&L for providing pre-cast reinforced cement concrete (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in precast posts, fencing posts, struts, etc. for fencing, average sectional area exc. 100 Sqcm and n.exc 250 Sqcm with or without chamfared angles and flat, splayed, rounded or mitred tops all as specified. | 10 | Cum | |
| 145 | 10.05 | M&L for form work of fair finished flat surfaces to sides of concrete footings and posts or precast fencing posts including verticle or batter surfaces complete all as specified and as directed. | 270 | Sqm | |
| 146 | 10.06 | M&L for mild steel, TMT bar, 10 mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping , hooking ends and binding with and including mild steel wire ( annealed) not less than 0.9mm dia or securing with clips, conforming to Fe-500-D. | 2297.62 | Kg | |
| 147 | 10.07 | All as per item No. 10.07 above, but 5 mm dia and over upto and including 10 mm dia as in stirupps, spacers and binders | 383.82 | Kg | |
| 148 | 10.08 | S&F Mild steel screw bolts(machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 15cm and n exc 22.5cm long and diameter of neck 11 to 15mm complete, all as specified and as directed | 162 | Kg | |
| 149 | 10.09 | M&L for Mild Steel bands, straps etc of flat iron confirming to Fe-290 Gde E-165 complete all as specified and as directed. | 557 | Kg | |
| 150 | 10.1 | Supply and fixing chain link MS galvanised fencing of 100 x 100 mm mesh and not less than 4mm dia GI wire including line wires to any type of standards rails, straining bolts etc including provision of binding wire complete all as specified and as directed. | 903 | Sqm | |
| 151 | 10.11 | S&F galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2 mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire stapled or steel pins etc as directed (each line wire to be measured). | 13 | 100 Rm | |
| 152 | 10.12 | M&L for preparation of newly plastered/ concrete surface and applying two coats of cement base paint complete all as specified as directed. | 261.93 | Sqm | |
| 153 | 10.13 | M&L for preparation of new steel surfaces of any description not exceeding 10 cm in width or girth and applying one coat of aluminium paint complete all as specified and directed. | 159 | 10 Rm | |
| 154 | 10.14 | GATE | |||
| 155 | 10.15 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep and getting out in soft/loose soil complete, all as specified. | 4.96 | Cum | |
| 156 | 10.16 | Excavation in trenches not exceeding 1.5 m wide and exceeding 1.5 m depth and not exceeding 3.0 m deep and getting out in soft/loose soil complete, all as specified. | 0.25 | Cum | |
| 157 | 10.17 | M&L for PCC (1:4:8) type D-2, (using 40 mm grade stone aggregate) as in foundation, filling and mass concrete complete, all as specified. | 0.25 | Cum | |
| 158 | 10.18 | M&L for RCC M-20 nominal mix (using 20 mm graded stone aggregate) as in foundation including rafts, footings, foundation beams, bases for columns etc. complete all as specified. | 0.71 | Cum | |
| 159 | 10.19 | M&L for RCC M-20 nominal mix (using 20 mm graded stone aggregate) as in column, pillars, posts and struts etc. complete all as specified. | 1.19 | Cum | |
| 160 | 10.2 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:4) finished even and smooth without using extra cement all as specified and directed. | 7.93 | Sqm | |
| 161 | 10.21 | S&F for mild steel framed work for grill, gate, etc.,with ends of bars shouldered or riveted or forged into spikes, framed guard bars etc. with Fe 290 Gde E 165 complete, all as specified and directed. | 331.1 | Kg | |
| 162 | 10.22 | M&L for preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed. | 11.61 | Sqm | |
| 163 | 10.23 | Returning, filling in including spreading, leveling , watering and well ramming in layers n.exc 25 cm in soft/loose soil. | 3.45 | Cum | |
| 164 | 10.24 | Removing of excavated materials to a distance n.exc 50 m and depositing where directed at a level n.exc 1.5m above from the starting point. | 1.51 | Cum | |
| 165 | 10.25 | Sub total | |||
| 166 | 11 | RETAINING WALL (Sch 'A' Part-XI) | |||
| 167 | 11.01 | Rough excavation n.exc 1.5 m deep and getting out insoft/loose soil complete all as specified and as directed.\n | 131.4 | CUM | |
| 168 | 11.02 | Excavation over areas not exceeding 1.5 m deep and getting out in soft/loose soil complete, all as specified and directed. | 156.72 | CUM | |
| 169 | 11.03 | M&L for PCC (1:3:6) type-C2, (using 40mm graded stone aggregate) as in foundations, fillings and mass concrete all as specified. | 48.25 | Cum | |
| 170 | 11.04 | M & L for precast cement concrete block masonry with PCC (1:3:6) type C1 (using 20 mm graded stone aggregate) with solid blocks exc 10 cm in width and setting in Cement Mortar (1:6) complete, all as specified. | 246.3 | Cum | |
| 171 | 11.05 | M & L for precast cement concrete with PCC (1:3:6) type C1 (using 20 mm graded stone aggregate) as in bond stones for stone walling and with plain fair faces, including chamfers, weathering throating etc set in Cement Mortar (1:6) complete, all as specified. | 10.19 | Cum | |
| 172 | 11.06 | M & L for PCC (1:2:4) type B0 (using 12.50 mm graded stone aggregate) as in copping including weathering, slightly rounded or chamfered angles and throating including necessary form work, fair finished of exposed surfaces of concrete and making good with existing surfaces complete, all as specified and directed | 5.18 | Cum | |
| 173 | 11.07 | Supply and fixing for 110 mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joints laid in trenches or in floors for weep holes complete, all as specified. | 118.75 | Rm | |
| 174 | 11.08 | M&L for hand packing (any thickness) at back of walls with boken stone or boulders and raising (or lowering) to required level complete, all as specified. | 32.85 | Cum | |
| 175 | 11.09 | Returning, filling in including spreading leveling , watering and well ramming in layers n.exc 25 cm thick in soft / loose soil complete, all as specified. | 27.86 | Cum | |
| 176 | 11.1 | Removing of excavated soils to a distance not exceeding 50 m and depositing where directed at a level n.exc 1.5m above the starting point complete, all as specified. | 260.26 | Cum | |
| 177 | 11.11 | M&L for mild steel, TMT bar, 10 mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping , hooking ends and binding with and including mild steel wire ( annealed) not less than 0.9mm dia or securing with clips, conforming to Fe-500-D. | 1169.22 | Kg | |
| 178 | 11.12 | S&F for TMT bars, 8 mm dia as in reinforcement, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and binding including mild steel wire (annealed) not less than 0.90mm dia as in stirrups, binders and spacers. | 527.69 | Kg | |
| 179 | 11.13 | M&L for RCC M-25 (Design mix) (using 20 mm graded stone aggregate) as in RCC band etc complete all as specified and as directed. | 30.02 | Cum | |
| 180 | 11.14 | M&L for formwork to faces of walls, retaining walls, abutments, parapets and similar work including attached pillasters, buttresses, etc vertical or to batter, rough finished surfaces of concrete, flat as specified. | 117.53 | Sqm | |
| 181 | 11.15 | Sub total | |||
| 182 | 12 | STAND BY POWER SUPPLY (Sch 'A' PART-XII) | |||
| 183 | 12.01 | Supply, installation, testing and commissioning Silent type Diesel Engine Generating set 415 volts 35 KVA/ nearest higher size available KVA, 3 phase 0.8 power factor, 50 Hz, 1500 RPM self excited self regulated brushless AC generator installed including acoustic enclosure suitable for ambient condition at Gangtok and confirming to condition under IS 10002, 13364 Part I 1992, BS 5514/5000 with the following:-\n(i) The capacity of Generator set shall be net after all due derating factors as per relevant IS/BS Standards design.\n(A). Alternator :- Standard design alternator rated at 35 KVA/ nearest higher available capacity at 0.8 (lag) power factor AC, 3 - phase 4 - wire, 415 volts, 50 Hz, 1500 RPM, self excited self regulated screen protected drip proof brushless design with winding in pole faces, insulating class 'H' and voltage regulation of ± 1% at rated voltage from no load to full load. The alternator shall be confirming to BS 5000, IS: 13364 Part I (1992) and shall be in position to generate supply with frequecy regulation with in ± 1% tolerance. The alternator will be suitable for tropical climate and shall generally confirm to BS - 2613/5000/ IS - 4722.\n\nItem Continued as Srl No. 12.02 | 1 | Each Job | |
| 184 | 12.02 | i) Insualation class - 'H'\nii) Temparature rise Class - 'H'\niii) Excitation : Self Excited\niv) Regulation performance: The voltage is kept constant with ± 1%.\nv) Frequency regulation ± 1%\n(B) Diesel Engine: - Adequate capacity min 60 hp (after considering derating factor)of Diesel engine water cooled to drive independently above alternator and after considering de-rating as per site conditons after generating and reducing power consumed by accessories directly coupled through flexible coupling multi cylinder multi stroke direct injection, cold starting 1500 RPM, as per relevant IS/BS complete, with standard accessories all as specified and required for safe handling and operation salient features of accessories shall be as under:- \ni) Fly wheel with housing\nii) Cooling system :- Moulded radiator with fan & belts.\niii) Cooling Water pump : - Centrifugal type belt driven.\niv) Exhaust System :- Exhaust System complete as per OEM, turbo charger type, Exhaust manifold, Residential type silencer. \n\nItem Continued as Srl No. 12.03 | |||
| 185 | 12.03 | v) Fuel System :- Fuel injection system with fuel injectors, fuel injection solenoid switch controlled by governer electronic operated/ (as recommended by OEM) for 1% speed /frequency regulation.\nFuel filters, Fuel hoses etc as per OEM\nvi) Lub oil System :- \nLubricating oil filter\nLubricating oil pump etc\nvii) Air Intake System :- \nAir intake Manifold\nAir cleaner dry type etc\nviii) Governer mechanical type\nix) Starting System :- Electric Self starter with and including battery charging alternator 12 Volts DC.\nx) Batteries :- Batteries of maintenance free of capacity 12 V, 150 AH- 01 Nos complete with copper conductor multistranded leads of suitable length from self starter to the battery terminals complete with initial charge and initial fill of electrolyte all as specified.\nStart and stop push button\nIgnition key / Switch\nxi) Radiator with blower fan & first fill of Corrosion inhibitor coolant oil.\nxii) Direct fuel injection system through governer mechanical type or as per OEM recommendation.\n\nItem Continued as Srl No. 12.04 | |||
| 186 | 12.04 | xiii) Generator Monitoring Panel : - Comprising of all standard items as per standard manufacturing, iginiton key switch and start / stop arrangement, indications for Engine parametes, hour run meter, RPM meter, Engine oil pressure indicator, water/coolant temperature indicator, Battery volt display.\nxiv) Safety Controls : - Engine low lube oil pressure high water temperature and over speeding of engine.\nxv) Coupling arrangement : - Flexible coupling\nxvi) Accessories :- AVM Pads built- in or separtely mounted to manufactrer base frames.\nxvii) Base Frame : - Made out of ISMC of sturdy design made of MS channel with necessary reinforcement and predetermined holes as per manufacturer.\nxviii) Fuel Tank :- Daily service fuel tank made complete on a common base inside the acoustic enclosure as per manufacturer guidelines for min 12 hrs continuous operation if required contractor may arrange outside fuel storage tank to achieve this.\nxix) MS/Steel flexible pipe line to and from the fuel tank to the DG Set.\nxx) Battery Charger shall be provided as per manufacturer guidelines\n\nItem Continued as Srl No. 12.05 | |||
| 187 | 12.05 | xxi) The DG Set shall comply to the emission limits requirement as per Govt of India, Gazette notification No bearing No 595 dated 11 Dec 2013 and No 167 dated 31 Mar 2014. The DG Set shall be complied with all test requirements as stipulated in the gazette notification. All relevant test results from NABL accredited lab shall be produced to GE.\nC) Civil Works :-\nAll civil works including PCC plat form and related to foundations for panel and equipments including making good and existing structrure of distrubed during installation and commissioning of genset. The depth of the foundation and PCC platform shall be as recommended by the manufacturer.\nNote:- The contractor shall arrange for artificial resistive load for testing of DG Set at site and the cost is deemed to be including in above offer.\nD) Accoustic Enclosure:- Manufactured by OEM suitable for 35 KVA DG Set.\n (i) Tested by NABL approved as per CPCB\n(ii) It Should be as per latest rules and regulations of Ministry of Environment and Forest and Pollution control board.\n(iii) The generating set battary should be inside the enclosure.\n(iv) Construction Details/specification are as follows : -\n\nItem Continued as Srl No. 12.06 | |||
| 188 | 12.06 | a) Outer body :- CRCA Sheet of 1.6mm thick.\nb) Doors :- CRCA sheet of 1.6 mm thick\nc) Sound Insulation :- 100 mm thick rock wool (Minimum density 64kg/Cum) / fire resistance foam as per OEM / as per standard manufacturer to achieve desired decibel level.\nv) The accoustic should be composite in construction and fully assembled integral unit.\nvi) The DG Set should be provided with external Emergency stop push button.\nvii) The enclosure should be suitably internally illuminated by CFL/FTL Lamp fittings.\nviii) The noise level should be 75 dB at 1m under free field conditions.\nix) The accoustic enclosure parts shall be of powder coated after pre treatment process. The base frame should be painted with epoxy based black shade.\nNote :- \n(i) The complete DG Set shall be procured from authorised OEM of the manufacturer of engine. A certificate in this connection shall be submitted to the GE.\n(ii) Circulation system to achieve desired inside temperature of acoustic enclosure, if required shall be provided as per OEM recommendation.\n\nItem Continued as Srl No. 12.07 | |||
| 189 | 12.07 | (iii) The quoted rate shall be deemed to be inclusive of 12 hours test run at site as specified in PS and IS requirements in presence E/M Officer detailed by accepting officer, all testing arrangements/ equipments shall be made available by the contractor for tests.\n(iv) The quoted rate shall deemed to be inclusive of first fill of lubricant oil, DHPP for 12 hours testing and final successful acceptance test.\n(v) Anything missedout above but technically required for efficient working of DG Set is deemed to be included in quoted rates.\nE) CONTROL PANEL :- Control panel shall be made out of CRCA sheet 14 gauge powder coated dust and vermin proof totally enclosed and consist the following:-\n(a) Microprocessor based generator set monitoring and control system consists of 16 charactor 2 line LCD display and to monitor operator interface, fault history, alternator data, Engine data, Provision for service adjustment and calibration of DG control functions, Engine controls, Engine protective functions, alternative protective functions etc.\n(b) Instrument fuses and control wiring.\n(c) Indication lamps for Set running and load on\n\nItem Continued as Srl No. 12.08 | |||
| 190 | 12.08 | (d) Aluminium bus bar, copper bus bar TPN for 100 Amps for RYB & 50 Amps for neutral complete for in and out terminals wiring with PVC insulated single core copper conductor multistarnded wire of 1100 volts grade of suitable capacity including CTs etc.\n(e) 4 pole MCCBs 63 Amps 16 KA adjustable type - 01 No.\na) Digital Ammeter with selector switch of suitable capacity with CTs - 1 set.\nb) Digital Volt meter with slector switch of 0 to 500 volts - 1 Set\nc) Digital Frequency meter - 1 No\nd) Digital KW meter - 1 No\ne) Digital KWH meter panel mounted type - 1 No\nf) Digital PF meter - 1 No\ng) Annuciation with indication lamps for :\n (i) Low lub oil pressure.\n (ii) High Water Temparature.\n (iii) Engine over speed.\n (iv) Battary low voltage.\n\nItem Continued as Srl No. 12.09 | |||
| 191 | 12.09 | (v) Over voltage, under voltage and over current\nControls :-\na) Load on Indication\nb) Load off indication\nc) Engine start push button\nd) Engine stop push button\ne) Fault accept / reset push button\nf) Battary Charger shall be provided as per manufacturer guidelines.\nNote :- (i) The scheme shall be approved by GE before execution of work, if anything missed out and required for proper operation of the system as per recommendation of OEM deemed to be included in the quoted rate. | |||
| 192 | 12.1 | M&L for Earthing complete with galvanized steel earth plate electrode 60cmx60cmx6mm thick ,burried directly in ground (earth pit not less than 2.25 m deep below ground level ) with top edge of the plate not less than 1.5 m below normal ground level ,connected to galvanized GI earth strip 32x6 mm by means of bolts, nuts and washers of galvanized iron or steel including common salt & charcoal in alternate layers all as shown in electrical plate No.3 in SSR Part-I connected to earth test point all as specified with and including necessary excavation and earth work, 20 mm dia GI pipe medium grade ISI marked for watering with funnel, wire mesh, 40 mm dia medium grade GI ISI marked protection pipe, PCC chamber with PCC (1:2:4), type B-1 precast RCC cover (50mm thick) with RCC (1:2:4) type B-1 reinforced with 8 mm dia TMT bar @ 150 c/c both way with provison of handle with 10 mm dia MS round bar connected to earth test point and to the equipment all as specific or indicated including testing on completion. | 4 | Each | |
| 193 | 12.11 | M&L for Galvanised iron strip 32 x 6mm thick as earth lead fixed on wall/floor/trenches/pipe al as specified and as directed. | 20 | Rm | |
| 194 | 12.22 | Sub total | |||
| 195 | 13 | COMPREHENSIVE MAINTENANCE AND OPERATION OF WTP AND PIPELINE (Sch 'A' PART-XIII) | |||
| 196 | 13.01 | Comprehensive maintenance including preventive and periodical maintenance of water treatment plant installation in reliable safe efficient operating condition through original equipment manufacturer(OEM) by regularly examining, cleaning, lubricating and adjusting the equipment and carrying out planned maintenance in a systematic using techniques and expertise and replacement of all unserviceable components for water treatment plant comprising of 24 Cum/Hr capacity including the following machineries and assests at 5 mile including cost of materials & qualified technicians & labour including sunday and holiday for a period of 12 months after expiry of defect liability period i.e. after one year from successful completion of test and taking over the installation of water treatment plant with following :-\n(i) Flocculation tank - 2 sets\n(ii) Tube settlet - 2 sets\n(iii) DMF Assembly - 2 sets\n(iv) Lime Dosing Tank with Agitator Assembly pumpssets - 2 sets\n(v) Polycarbonate tank with agitator assembly with pumpsets - 2 Sets\n(vi) Alum Tank with Dosing pump - 2 Set\n(vii) Pressure gauges, Rotameter \n(viii) Raw water and feed pumps , Ph boosting pumps - 3 Sets\n(ix) Pipe line DI of 150 mm size from the collection chember at 8 Mile to water treatment plant - approx -3300 RM\n(x) DG Set 35 KVA capacity - 1 No.\n\nItem continues as 13.02 | 12 | PER MONTH | |
| 197 | 13.02 | Note -1:-\n(i) The rates quoted above shall be inclusive of material and labour for unserviceable items all as directed.\n(ii) The rates quoted shall be inclusive of T&P required for carrying repairs & stationery for maintaining of records all as described and specified.\n(iii) Normally maintenance carried out will be in day time but in case of emergency/breakdown it should be attended at odd hours/night times without any extra cost & rate as quoted above shall be deemed to be inclusive of the same.\n(iv) In case of break down, the additional manpower if required will be arranged by the contractor & the rate shall be deemed to be inclusive of the same. \n(v) The contractor shall carryout daily routine checking of the complete system and rectify the minor/major defect noticed immediately. One separate register to be maintained as complaint register received from department/user and taking signature from users after rectifying the defects if any. If complaint are not attended within six hours the penalties will be imposed and deducted from payments to the contractor:\n(vi) All consumables maintenance materials such as oil, lubricants, grease, gland packing thimbles etc will be deemed to be included in the above schedule.\n\nItem continued as 13.03 | |||
| 198 | 13.03 | (vii) The contractor will use only genuine/original new parts as approved by original equipment manufacturer.\n(viii) The old unserviceable material will be property of the contractor and a proper record to this effect shall be maintained.\n(ix) All the precautions against loss/damage shall be taken by the contractor. In case of accident during operation /maintenance failure, the contractor is solely liable to pay compensation as applicable. \nNote-2: \nThe contractor shall have Water treatment plant AMC with the original equipment manufacturer of the water treatment plant during the entire period covered above.\n | |||
| 199 | 13.04 | Operation for Water treatment plant of 5 to 8 Mile in reliable safe efficient operating condition through original equipment manufacturer (OEM) for the equipments mentioned below\n(i) Flocculation tank - 2 sets\n(ii) Tube settlet - 2 sets\n(iii) DMF Assembly - 2 sets\n(iv) Lime Dosing Tank with Agitator Assembly pumpssets - 2 sets\n(v) Polycarbonate tank with agitator assembly with pumpsets - 2 Sets\n(vi) Alum Tank with Dosing pump - 2 Set\n(vii) Pressure gauges, Rotameter \n(viii) Raw water and feed pumps , Ph boosting pumps - 3 Sets\n(ix) Pipe line DI of 150 mm size from the collection chember at 8 Mile to water treatment plant - approx -3300 RM\n(x) DG Set 35 KVA capacity - 1 No.\n | 24 | PER MONTH | |
| 200 | 13.05 | Sub total | |||
| 201 | 14 | NOTES FOR SCHEDULE 'A' ALL PART\n(i) Note : The work against Srl Item No. 3.12 & 10.17 are same, Tenderer to quote same rate. If the quoted rate are not same, the lowest quoted rate shall be teken into consideration for both items payment purpose.\n\n(ii) Note : Note : The work against Srl Item No. 3.07, 3.13, 10.06 & 11.11 are same, Tenderer to quote same rate. If the quoted rate are not same, the lowest quoted rate shall be teken into consideration for both items payment purpose.\n\n(iii) Note : The work against Srl Item No. 4.03, 7.03, 10.23 & 11.09 are same, Tenderer to quote same rate. If the quoted rate are not same, the lowest quoted rate shall be teken into consideration for both items payment purpose.\n\n(iv) Note : The work against Srl Item No. 4.04, 7.04, 8.05, 9.22 & 10.24 & 11.10 are same, Tenderer to quote same rate. If the quoted rate are not same, the lowest quoted rate shall be teken into consideration for both items payment purpose.\n\n(v) Note : The work against Srl Item No. 4.14, 7.09 & 12.10 are same, Tenderer to quote same rate. If the quoted rate are not same, the lowest quoted rate shall be teken into consideration for both items payment purpose.\n | |||
| 202 | 14.01 | NOTES FOR SCHEDULE 'A' ALL PART\n(vi) Note : The work against Srl Item No. 4.15 & 12.11 are same, Tenderer to quote same rate. If the quoted rate are not same, the lowest quoted rate shall be teken into consideration for both items payment purpose.\n\n(vii) Note : The work against Srl Item No. 3.02, 4.16, 10.03 & 11.03 are same, Tenderer to quote same rate. If the quoted rate are not same, the lowest quoted rate shall be teken into consideration for both items payment purpose.\n\n(viii) Note : The work against Srl Item No. 7.01, 8.01, 9.21 & 10.15 are same, Tenderer to quote same rate. If the quoted rate are not same, the lowest quoted rate shall be teken into consideration for both items payment purpose.\n\n(ix) Note : The work against Srl Item No. 7.02 & 9.28 are same, Tenderer to quote same rate. If the quoted rate are not same, the lowest quoted rate shall be teken into consideration for both items payment purpose.\n\nNotes Continued as Srl No.119.00\n | |||
| 203 | 14.02 | NOTES FOR SCHEDULE 'A' ALL PART\n(x) Note : The work against Srl Item No. 8.02 & 9.23 are same, Tenderer to quote same rate. If the quoted rate are not same, the lowest quoted rate shall be teken into consideration for both items payment purpose.\n\n(xi) Note : The work against Srl Item No. 9.02 & 11.02 are same, Tenderer to quote same rate. If the quoted rate are not same, the lowest quoted rate shall be teken into consideration for both items payment purpose.\n\n(xii) Note : The work against Srl Item No.9.29 & 10.12 are same, Tenderer to quote same rate. If the quoted rate are not same, the lowest quoted rate shall be teken into consideration for both items payment purpose.\n\n |
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