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Updated dates
Tender Value
₹4.4 Cr
EMD Value
₹5.1 L
Closing Date
13 Jun 2026, 6:00 pm7d left
Chief Engineer Jabalpur Zone
HQ Chief Engineer Jabalpur Zone Ridge Road Jabalpur Cantt 482001
PROVN OF COVERED ACCN MT GARRAGE SHED FOR 23 VEH WITH STORE AND ALLIED INFRA AT 506 ABW UNDER GE E JABALPUR
2026_MES_749932_1
753031
Open Tender
Civil Works
365 days
JABALPUR
AS PER NIT
8 documents required · 8 mandatory
₹3,000
Yes
GE EAST JABALPUR
₹5.1 L
Yes
24 Feb 2026
24 Feb 2026
20 Jun 2026
24 Mar 2026
13 Jun 2026
6 Jun 2026
SCHEDULE "A" Part-I (Building/Structures) (To be quoted by the tenderer)
Item No 01 : Design and construction building work complete all as specified in soil bearing capacity report, design basis report, drawings and tender documents.
Sch 'A' Part-II (External Electric supply) Lump sum price worked out by the contractor for (External Electric supply) as listed in Schedule 'A' Part-II against the lump sum price inserted by the MES.
Sch 'A' Part-III (External Water supply) Lump sum price worked out by the contractor for (External Water supply) as listed in Schedule 'A' Part-III against the lump sum price inserted by the MES.
Sch 'A' Part-IV (Road Path Culvert) Lump sum price worked out by the contractor for (Road Path Culvert) as listed in Schedule 'A' Part-IV against the lump sum price inserted by the MES.
Sch 'A' Part-V (Sewage Disposal) Lump sum price worked out by the contractor for (Sewage Disposal) as listed in Schedule 'A' Part-V against the lump sum price inserted by the MES.
Sch 'A' Part-VI (Area Drainage) Lump sum price worked out by the contractor for (Area Drainage) as listed in Schedule 'A' Part-VI against the lump sum price inserted by the MES.
Sch 'A' Part-VII (Summer and cooling applainces) Lump sum price worked out by the contractor for (Summer and cooling applainces) as listed in Schedule 'A' Part-VII against the lump sum price inserted by the MES.
Sch 'A' Part-VIII (Arboriculture) Lump sum price worked out by the contractor for (Arboriculture) as listed in Schedule 'A' Part-VIII against the lump sum price inserted by the MES.
Sch 'A' Part-IX (Fencing & Gate) Lump sum price worked out by the contractor for (Fencing & Gate) as listed in Schedule 'A' Part-IX against the lump sum price inserted by the MES.
Sch 'A' Part-X (Rain Water Harvesting) Lump sum price worked out by the contractor for (Rain Water Harvesting) as listed in Schedule 'A' Part-X against the lump sum price inserted by the MES.
Sch 'A' Part-XI (Internal Water Supply) Lump sum price worked out by the contractor for (Internal Water Supply) as listed in Schedule 'A' Part-XI against the lump sum price inserted by the MES.
Sch 'A' Part-XII (Internal Electric Supply) Lump sum price worked out by the contractor for (Internal Electric Supply) as listed in Schedule 'A' Part-XII against the lump sum price inserted by the MES.
Sch 'A' Part-XIII (Site Clearance) Lump sum price worked out by the contractor for (Site Clearance) as listed in Schedule 'A' Part-XIII against the lump sum price inserted by the MES.
Note for Srl No 3 to 14 The percentage above / below the SSR -2020 (part-II) rates shall be derived from the amount quoted by the contractor against Srl No. 3 to 14 by comparing it with the amount inserted / pre- priced by the department and the same shall be applicable for the items of respective schedule
Schedule 'A' Part-XIV (Miscellaneous items of works)
Arboliculture
Item No 02 : M&L for digging of pit size 0.6x0.6m. Removal of debris,weed/root refilling with good quality fertile soil and cattle manure in the ratio 4:1, supply and planting shrubs approved species of following types of healthy samplings (min. 3 to 5 feet) maintanance by regular watering,mixing, deweeding, loosening of soil, adding fertilizer, staking, purning and spraying of insecticides and fungicides as and for a period of 1 year ( once every month upto one year) (rate include for removal of excavated material exceeding 50mtr and n. exc. 250 mtr and cost of replacement of plants including planting against casuality) complete all as specified & directed.
(i) Mango
(ii) Black Plum
(iii) Neem or any same species
(iv) Ashoka or any same species
(v) Indian gooseberryor any same species of
External Electric supply
Item No 03 : Dismatling of old rusted steel tubular swaged poles of 9 Mtr including all electric connections and earth work including PCC complete all as specified and as directed
Item No 04 : Cutting the existing hard standing/road and making good after laying of cable/pipe with 100mm thick PCC 1:2:4 mix, type B-I including finishing to match existing surfaces complete all as directed. complete all as specified and as directed
Item No 05 : Supply and fix junction box made out of polycarbonate with IP 55/IP 65 protection of size 155 x 210 x 92 mm , having terminals for termination of cable with necessary nuts and bolts, make - Hansal including - 02 Nos polycarbonate cable gland Make: Hansal, 01 Nos DIN rail for mounting of MCB and 01 No, MCB SP, 10 KA, 6 Amps Make - Leagrand in and including fixing clamp of FI 50 x 6 mm with necessary nuts and bolts complete in and including taking down of existing u/s junction box of any type all as directed.
Item No 06 : Supply ,fabrication, installation and testing of LT Panel out door type factory made CPRI Approved, water and vermin proof protection of suitable size as per IS specification made out of 3.15 mm thick outdoor type CRCA sheet dully supported with mild steel angle iron of size 40 x 40 x 5 mm vertical frame and legs with mild steel flat iron 40 x 40 x 5 mm in horizontal sides of the frame with front and back side openable ,single hinged door / shutter with locking arrengement and powder coated finish both internal and external steel surfaces after necessary preparation of steel surfaces including providing PCC (1:3:6) type C2 foundation of suitable size and connections of all outgoing / incomming cable inclusive of necessary excavation and earthwork as required including the following fitment accessories and also including removing old exisisting one complete all as specified and as directed. Note: Rate of earthwork and PCC work are deemed to be inclusive in this item.
INCOMMING
(a) Copper strip busbar of 200 amps rated capaacity wrapped with PVC sleeves with maintained the colour code and provision of making holes with Copper nuts, bolts & washers for cable connections including hydrograpic insulators with nuts & bolts at both ends = 04 Nos
(b) 4 pole MCCB 125 Amps , adjustable thermal magnetic release type 415 Volts, Ics = 100% Icu, breaking capacity 35 KA including all fixing accessories with both ends spreader links - 01 No.
(c) LED Neon indicator lamp (RYB), 230/250 volts, AC -01 set (set of three) Make :- Legrand/L&T/Schneider.
OUTGOING
(a) 4 Pole MCCB 63 Amps , adjustable thermal magnetic release type, 4 poles, 415 Volts, Ics = 100% Icu, 36 KA breaking capacity including all fixing accessories with both ends spreader links -02Nos
(b) 4 Pole MCCB 32 Amps, adjustable thermal magnetic release type, 4 pole, 415 Volts, Ics = 100% Icu, 25 KA breaking capacity including all fixing accessories with both ends spreader links -01Nos
(c) Multifunctional Digial type timer Switch (Astro type having longitude and latitude of Indian cities memory) 240 volts AC Single Phase - 01 No
(d) S&F MCB SPBN 32 Amp-01 Nos
(f) Enamelled iron danger notice plate of 1.60 mm thick mild steel sheet of size 200 mm X 150mm , white with letters , figures and conventional skull and bones in signal red and fixed with nuts and bolts on door / shutter of JB for LT -01 No.
Item No 07 : Supply ,fabrication, installati29:30on and testing of LT Panel indoor type factory made CPRI Approved, water and vermin proof protection of suitable size as per IS specification made out of 2.00 mm thick type CRCA sheet dully supported with mild steel angle iron of size 40 x 40 x 5 mm vertical frame and legs with mild steel flat iron 40 x 40 x 5 mm in horizontal sides of the frame with front and back side openable ,single hinged door / shutter with locking arrengement and powder coated finish both internal and external steel surfaces after necessary preparation of steel surfaces including providing PCC (1:3:6) type C2 foundation of suitable size and connections of all outgoing / incomming cable inclusive of necessary excavation and earthwork as required including the following fitment accessories and also including removing old exisisting one complete all as specified and as directed. Note: Rate of earthwork and PCC work are deemed to be inclusive in this item.
INCOMMING
(a) Copper strip busbar of 150 amps rated capaacity wrapped with PVC sleeves with maintained the colour code and provision of making holes with Copper nuts, bolts & washers for cable connections including hydrograpic insulators with nuts & bolts at both ends = 04 Nos
(b) 4 pole MCCB 100 Amps , adjustable thermal magnetic release type 415 Volts, Ics = 100% Icu, breaking capacity 35 KA including all fixing accessories with both ends spreader links - 01 No.
(c) LED Neon indicator lamp (RYB), 230/250 volts, AC -01 set (set of three) Make :- Legrand/L&T/Schneider.
OUTGOING
(a) 4 Pole MCCB 63 Amps, adjustable thermal magnetic release type, 4 pole, 415 Volts, Ics = 100% Icu, 25 KA breaking capacity including all fixing accessories with both ends spreader links -3 Nos
(b) 4 Pole MCCB 32 Amps, adjustable thermal magnetic release type, 4 pole, 415 Volts, Ics = 100% Icu, 25 KA breaking capacity including all fixing accessories with both ends spreader links -2 Nos
(c) 4 Pole MCCB 32 Amps, adjustable thermal magnetic release type, 4 pole, 415 Volts, Ics = 100% Icu, 25 KA breaking capacity including all fixing accessories with both ends spreader links -2 Nos
(d) MCB SPN 32 Amp -2 Nos
(f) Enamelled iron danger notice plate of 1.60 mm thick mild steel sheet of size 200 mm X 150mm , white with letters , figures and conventional skull and bones in signal red and fixed with nuts and bolts on door / shutter of JB for LT -01 No.
Item No 08 : S&F Vertical Three pole Nutral Distribution Board 4 Way 3 phase 415 Volts, 4 way with 200Amp rated busbar and PVC insulated copper jumpers of suitable size from MCCB to the out going circuits one incoming MCCB 63Amps circuits comprising of 3 phase 4 wire of suitable rating all as specified and directed by Engineer in Charge.Make ;Legrand, Seimens or equivelent
Item No 09 : Material & labour for providing Earthing complete with GI earth plate electrode 60 x 60 x 0.6 cms thick burried directly in ground (earth plate not less than 2.25 mtr deep below normal ground level) with top edge of the plate at a depth not less than 1.50 mtrs below normal ground level connected to GI strip earth lead 32 x 6 mm Flat by means of bolts, nuts and twin washers made out of galvanised iron or steel all as shown in electrical plate No. 5 of SSR Part I and connected to to earth test point all as specified and as directed including provisioning of protection pipe 40 mm dia bore, watering pipe with funnel and PCC Pit with RCC cover, testing on completion and submissin of test report to the department.
Item No 10 : Material & labour for providing Earthing complete with GI earth plate electrode 60 x 60 x 0.6 cms thick burried directly in ground (earth plate not less than 2.25 mtr deep below normal ground level) with top edge of the plate at a depth not less than 1.50 mtrs below normal ground level connected to galvanized earth lead wire 4.0mm dia by means of bolts, nuts and twin washers made out of galvanised iron or steel all as shown in electrical plate No. 3 of SSR Part I and connected to to earth test point all as specified and as directed including provisioning of protection pipe 40 mm dia bore, watering pipe with funnel and PCC Pit with RCC cover, testing on completion and submissin of test report to the department.
Item No 11 : Material & labour for Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or burried in ground or drawn in conduit / pipe or fixed to poles or any other indicatd situation for loop earthing etc. as required to 32X6mm galvanized iron strip all as specified.
Item No 12 : M & L for cable root indicator MS Sheet embossed with LT 1100 volts UG made with CI Plate 6 mm thick fixed with MS angle iron of size 30x30x4mm of length 400 mm long including PCC work 1:2:4 type B1 of size 150x150x150 mm complete all as specified and directed
Summer and cooling applainces
Item No 13 : Supply and fix desert cooler electric driven (Single phase) having nominal air flow capacity of 4000 CuM per hour or nearest size plastiv or PVC body
Item No 14 : Material & labour for wall mounted voltage stabiliser for automatic operation, single phase, naturally air cooled, transistorised, designed for input ranging from 140 volts to 250 volts, 50 Hz, A.C. supply and output stabilised at 230 Volts with accuracy of + or - 2.5% with time delay relay of 3 Minutes of capacity 2.0 KVA of Make : V-Guard / ITL.
Sewage Disposal
Item No 15 : Supplying and laying and jointing for (SN 8) DWCPE 180mm (OD)/ 163 (ID) conforming to IS-18098:2013 part -I with and incl jointing materials complete
Item No 16 : M&LRCC Septic tank conventional type designed to carry sewage and sullage 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 150 users.
Item No 17 : M&L Soakage wells excavation, 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 of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 1.80M x 3.0 M depth complete
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Schedule 'A' Part II
(External Electric supply)
Excavation in trenches in hard/dense soil not exceeding 1.5m wide and not exceeding 1.5 metre in depth for laying of cable and not exceeding 10 Sqm on plan for poles, struts, stays etc. and not exceeding 1.5 m in depth and getting out complete all as specified.
Returning, filling in, trenches including spreading leveling, watering and well ramming in layers not exc 25 cm.
Removing excavated material to a distance not exc 50 mtrs and depositing where directed at a level n.exc 1.5 mtr above the starting point.
M&L for cushioning for protection of cable using dry river sand or M Sand, free from particles all as specified and directed.
Supply and Laying Un-reinforced precast concrete cable cover class LV, Type 1, flat, size 250mmx 150mm x 40mm.
Material & labour for cement concrete in foundations, filling and mass concrete PCC as foundation to poles, type D2, 1:4:8 using 40 mm graded stone agregate as foundations to poles all as specified.
Material & labour for Cement concrete, filling and mass concrete, PCC type C2, 1:3:6 using 40 mm graded agregate all as specified and directed.
Material & labour for Cement concrete, filling and mass concrete, PCC type B1, 1:2: 4 using 20 mm graded agregate all as specified and directed.
Supply and laying in trenches/through pipes or bare in road crossings/ paths/ drains/ ducts/ floors/ along poles/walls/ ceilings/ equipments etc. Cable Under ground, Heavy duty, armoured, XLPE insulated with stranded aluminium conductor, 1100 Volts grade of following cross sectional area all as specified and directed. :-
(a) 120 Sqmm 3.5 core
(b) 50 Sqmm 3.5 core
(c) 25 Sqmm 4 core
(d) 10 Sqmm 2 core
Supply and errect Steel tubular poles type 410 SP-31 (9.0 metres long) complete with MS base plate, finial taper plug, bolts, nuts, screws and top cover,including two coat of aluminium paint over a coat of red oxide steel primer complete all as specified and directed.
Supply and fix LED street light fitting 70 Watt 230V ac out door type with high pressure die cast aluminium hosing and heat resistant including thermal management in multiple optics complete with IP 65/66 protection (paintimg the bracket with one coat of red oxide and one coat of aluminum paint) and connecting it with pole mounted junction box with 2.5 sqmm 2 core copper conductor all as directed.
Supplying, Installing, Commissioning and Testing CPRI Prototype Tested, Factory made, Free Standing Floor Mounted, Dust and Vermin proof, Compartmentalised, Indoor type, Automatic Power Factor Correction [APFC] Panel comprising of Low Loss MD-XL Heavy Duty Hermetically Sealed Capacitor Bank of 50 KVAR, connected in 6 steps with Capacitor rating [2X 25] KVAR complete with Step Contactor suitable for Capacitor switching with HRC Fuses, Backup Protection, APFC Relay 2 Stage Microprocessor based combinational switching type,
Incoming: [a] MCCB, 100 Amps, 4 Pole, 16 KA with thermal magnetic release with rotary handle. [b] CBCT [c] Earth Leakage Relay [d] Over Voltage and Under Voltage Relay [e] Phase Indicating LED Lamps. [RYB] [f] Control Fuse Base with 2 Amps HRC Link [g] 2 Stage APFC Relay [h] Timer [i] Aux Contractor [j] Exhaust Fan
Outgoing: [a] [2 X 25 ] Capacitor Bank - 02 Nos [b] MCCB, 100 Amps, 4 Pole, 16 KA [c] Suitable KVAR MPP Heavy Duty Capacitor Cylinder Type, 415 Volts. [d] Suitable KVAR Capacitor duty contractor [e] Indicating LED Lamp. [ON/OFF] [f] Push Button. [Start/Stop] [g] Control Fuse Base with 2 Amps HRC Link.
S&F solar street light fitting 36 watt including galvanized steel pole in built , lithium ion battery , solar panel change controller with dusk down sensor complete . (Excavation and earth work shall be measured separately)
Material & Labour Steel water tubing GI Light grade for protection of u/g cables under floors, walls, roads and fixed to poles of 50 mm dia bore.complete all as specified and as directed.
Material & Labour Steel water tubing GI Light grade for protection of u/g cables under floors, walls, roads and fixed to poles of 40 mm dia bore.complete all as specified and as directed.
Material & Labour Steel water tubing GI Light grade for protection of u/g cables under floors, walls, roads and fixed to poles of 25 mm dia bore.complete all as specified and as directed.
Total carried over to BOQ Rs.
Signature of Contactor
Schedule 'A' Part III
(External Water supply)
Excavation in trenches in any type of soil n exc 1.5 mtr in width and n. exc 1.5 mtr in depth and getting out all as required for laying of pipes.
Returning filling, in including spreading ,leveling, watering and well ramming in layers not exc 25 cm each all as required.
Removing excavated material to a distance not exceeding 50 meters and depositing where directed at a level not exc 1.5 mtr above the starting point.
Supply and laying GI tubing of following sizes medium grade ISI Marked with all necesary fittings laid in trenches complete all as spccified and directed.
(a) 25 mm dia
(b) 40 mm dia
Supply and and fixing Gun metal/brass, globe or gate valves with iron wheel head, screwed both ends for iron pipe complete all as spccified and directed of following sizes :-
(a) 25 mm bore
(b) 40 mm bore
M & L for cutting Cast iron pipe in position for inserting of new tees branches etc upto 200 mm bore of pipe complete all as specified
Total carried over to BOQ Rs.
Signature of Contactor
Schedule 'A' Part IV
(Road Path Culvert)
Surface excavation n. exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete.
Excavation over area n'exc 1.5m deep and getting outin soft/loose soil
Forming embankment including raising (or lowering earth spreading in layers n exc 30 cm thick watering ramming/ rolling and finishing to required size shape etc n exc 1.5m hign from base
M & L Laying and compacting 150 mm thick (compacted thickness) soiling (or sub base) with broken stone boulders or quarried stone inter stices filled surface formed and rolled and consolidated to requred gradient and camber complate all as specified.
M & L for 150 mm thick laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified and directed.
Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0. 7-1 kg/sqm on surface of WMM including preparation of WMM surfaces as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete including preparation of WBM surfaces all as specified and directed .
M &L for premixed bitumenous macadam laid/rolled and compacted to requred gradient and camber (consolidated thickness ) less then 75 mm complete all as specified and directed
M&L for bituminious premix asphaltic semi dense (consolidated thickness), (Minimum 5.5% binder content using paving bitumen of grade VG-30 by weight of total mix). Rolled and 40 mm thick compacted to required camber and gradient with power roller to a uniform smooth surface complete all as specified. The premix shall be prepared in hot mix plant and laid with mechanical paver all as specified.
M & L for preparing bituminous surfaces of road and marking 2mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
M&L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. complete all as specified
M&L for moorum /red bajri filling in floors or paving laid in layers n.exc 15 cm thickness spread levelled and rammed including watering complete all as specified
M&L for PCC 1:4:8 type D2 cement concrete as in foundation filling and mass concrete complete all as specified
Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade any shape and size confirming to IS 15658-2006 with approved colour, design & pattern as in footpath, laid in required colour & pattern complete.
Excavating in trenches n.exc. 1.50m wide and n.exc. 1.50m in depth for foundation etc and getting out in soft/loose soil.
M & L for brick work with sub class B brick straight ir curved on plain exc 6 mtr mean radius built in CM 1:6 Complete all as specified.
M & L rendering 15mm thick on brick wall or concrete surface in cement mortar 1:6 finished even and smooth without using extra cement complete all as specified.
M&L for preparation of new surfaces of wall and applying three coats of white wash complete all as specified and directed.
M & L PCC type B0 (1:2:4) 12.5 mm graded aggregate as cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones bed plates, etc inluding weathering, slightly rounded or chamfered angles and throating, as directed
Returnig filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm of soft/loose soil
Removing excavating surplus soil, n.exc. 50.0 m and depositing where directed at a level n.exc. 1.50m above the starting point.
M&L reinforced concrete pipes 600mm bore, class NP2, laid and jointed complete with collars joints all as specified and directed.
M&L for concrete bed for 600 mm dia pipe concrete bed type C2 1:3:6 using 40 mm graded aggregate to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; in complete all as specified and directed.
M&L reinforced concrete pipes 450mm bore, class NP2, laid and jointed complete with collars joints all as specified and directed.
M&L for concrete bed for 450 mm dia pipe concrete bed type C2 1:3:6 using 40 mm graded aggregate to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; in complete all as specified and directed.
M&L reinforced concrete pipes 300mm bore, class NP2, laid and jointed complete with collars joints all as specified and directed.
M&L for concrete bed for 300 mm dia pipe concrete bed type C2 1:3:6 using 40 mm graded aggregate to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; in complete all as specified and directed.
Total carried over to BOQ Rs.
Signature of Contactor
Schedule 'A' Part V
(Sewage Disposal)
Excavating in trenches in any type of soil, n exc 1.5 m wide and n. exc. 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soil complete all as specified and as directed.
Excavating in trenches in any type of soil, n exc 1.5 m wide and exc. 1.5 m in deep and n.exc 3.0m deep for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out soil complete all as specified and as directed
Returning, filling in, including spreading, leveling, watering and well ramming in layers n. exc 25 cm with C soil complete all as specified and as directed.
Removal of excavated material (soil) to a distance exc 50 m n. exc 250 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and as directed.
M&L for concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 complete
M&L for Brick work with sub class B bricks straight or curved on plan exc. 6m mean radius built in cement mortar (1:4).complete all as specified and as directed.
M&L, 15mm thick rendering on any faces of stone, concrete or brick work in CM 1:4 mixed with water proofing compound as per manufacturer instructions, surface finished even and fair complete all as specified and as directed.
Supply only water proofing compound.
M&L for cement concrete type C2 1:3:6 (40mm graded stone aggregate) in foundations, filling and mass concrete including channel complete all as specified and directed.
M&L for cement concrete 1:2:4 type B1 (20 mm graded stone aggregate) as in coping complete
M&L cement concrete Type B-0 1:2:4 (Using 20 mm graded stone aggregate) as in railings, cills, seismic and other similar items like cover slabs (for manholes etc.) shelves and set in cement mortar 1:6 complete all as specified and as directed.
S&F TMT steel bars 6 to 8mm in reinforcement, cut to length, bent to shape required including cranking. bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia) all as specified and directed
Formwork to edges of concrete as in fair finished surfaces flats, treads, braks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs exc 5cm but not exc 10cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work as directed.
M&L for cement concrete type B2, 1:2:4 using 40 mm gradded stone aggregate in surface channels and drains complete
Total carried over to BOQ Rs.
Signature of Contactor
Schedule 'A' Part VI
(Area Drainage)
Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth for foundation and getting out in soft/loose soil
M & L for PCC 1:4:8 type D-2 (using 40mm graded aggregate ) in foundations, filling and mass conctrete all as specified and as directed.
M & L for RCC M-25 (Design Mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs and mass concrete complete.
M & L for RCC M-25 (Design Mix) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings and buttresses complete.
Use and waste formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter rough finished surfaces of concrete.
Use and waste formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter curved and rough finished surfaces of concrete.
Removing excavated material exc 250m but n exc 500m and depositing where directed
M&L for precast RCC type B-1 1:2:4 using 20mm graded stone aggregate as in manhole cover, set in CM 1:6 incl use and waste of formwork all complete all as specified and directed.
M&L TMT bar 10 mm dia and over, cut to length, bent to shape required ,including cranking, bending spirally for hooping for columns,hooking end and binding with and including mild steel wire and annealed not less than .9 mm dia complete all as specified and directed.
S&F for 110 mm dia PVC SWR pipes single socketed in any length with rubber ring fixed to trenches of in floor complete all as specified and directed.
Total carried over to BOQ Rs.
Signature of Contactor
Schedule 'A' Part VII
(Summer and cooling applainces)
Supply, install, test & commissioning of Water Cooler fully stainless steel, electric driven single phase, 230 / 240 volts, 50 Hz, AC Supply having approximate storage capacity 40 Ltrs and nominal cooling capacity of 40 Ltrs / Hr. all as specified.
Total carried over to BOQ Rs.
Signature of Contactor
Schedule 'A' Part VIII
(Arboliculture)
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified & directed.
S&F Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as directed.
S&F Welded steel wire fabric n. exc 4kg per sqm in weight, complete to wood or steel members complete all as directed.
Preparation of two coats of synthetic enamel paint on new steel surfaces of any description, over 10cm in width or girth,not otherwise described including preparation over a coat of red oxide Zinc chrome prime complete all as specified and directed complete all as specified and directed.
Total carried over to BOQ Rs.
Signature of Contactor
Schedule 'A' Part IX
(Fencing & Gate)
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed.
M&L PCC in foundations, filling and mass-concrete type D2 (1:4:8) using 40 mm graded stone aggregate complete all as specified and directed.
M&L for sub class bricks with sub class ;B; bricks straight or curved on plan exc. 6m mean radius and setting in cement mortar 1:6 etc. complete all as specified as directed.
M & L 10mm thick rendering in CM 1:4 on fair faces of brick work or concrete surfaces and finished the surface even & smooth without using extra cement complete all as specified and directed.
Material & Labour for new surfaces of wall and applying three coats of white wash complete all as specified.
M&L for type C2 1:3:6 using 40 mm graded stone aggregate as in foundation filling and mass concretecomplete all as specified and directed.
M&L for form works to sides of piller and posts complete all as specified and directed.
M&L RCC (Design Mix) M-25 ( using 20 mm graded aggregate ) Columns, pillars, piers, posts and strutscomplete all as specified and directed.
M&L RCC (Design Mix) M-25 ( using 20 mm graded aggregate ) for foundation including raft footing foundation ,beams,plinth beams,bases of column etc basement slab and mass concrete complete all as specified and directed.
M&L for mild steel Round bars 10mm dia and over cut to length bent to shape as reqd , incl crancking bending ,spirally for hooping columns hooking ends and binding with and including mild steel wire not less than 0.9 mm dia complete all as specified and directed.
M&L for mild steel TMT bars 10mm dia and over cut to length bent to shape as reqd , incl crancking bending ,spirally for hooping columns hooking ends and binding with and including mild steel wire not less than 0.9 mm dia complete all as specified and directed.
M&L for mild steel TMT bars 5mm dia and over upto incl 10mm cut to length bent to shape as reqd ,as in stirrups and spacers complete all as specified and directed.
S&F mild steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting,welding etc., and similar work conforming to Fe- 290 Gde E-165
S&F for 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, n exc 5cm long complete all as specified and directed.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and directed.
Supply only Chain link MS galvanisd fencing, any size or type complete all as specified and directed.
S&F framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and incl either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete Fe- 290 (Gde E-165) complete all as specified and directed.
Preparation of two coats of synthetic enamel paint on new steel surfaces of any description, over 10cm in width or girth,not otherwise described including preparation over a coat of red oxide Zinc chrome prime complete all as specified and directedr complete all as specified and directed.
Returning filling in including spreading levlling ,atering and well ramming in layers nexc 25cm thick complete all as specified and directed.
Removing excavated soil exc. 50m but not exceeding 250 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
Total carried over to BOQ Rs.
Signature of Contactor
Schedule 'A' Part X
(Rain Water Harvesting)
COMPOSITE RAIN WATER HARVESTING SYSTEM The unit rates for Composite Rain water Harvesting system include of the following : (i) Underground water storage than 5000 litre capacity 01 Piece (ii) First flush system 01 Set (iii) Gravity Filer 01 PC (iv) Delivery pipes UPVC Pipes (SCH-40) 75 mm size 15 mtr (v) Down take pipes UPVC Pipes (SCH-40) 100mm size 15 mtr
Total carried over to BOQ Rs.
Signature of Contactor
Schedule 'A' Part XI
(Internal Water supply)
Excavation in trenches in hard/dense soil not exceeding 1.5m wide and not exceeding 1.5 metre in depth for laying of cable and not exceeding 10 Sqm on plan for poles, struts, stays etc. and not exceeding 1.5 m in depth and getting out complete all as specified.
Returning, filling in, trenches including spreading leveling, watering and well ramming in layers not exc 25 cm.
Removing excavated material to a distance not exc 50 mtrs and depositing where directed at a level n.exc 1.5 mtr above the starting point.
M&L for cushioning for protection of cable using dry river sand or M Sand, free from particles all as specified and directed.
Supply and Laying Un-reinforced precast concrete cable cover class LV, Type 1, flat, size 250mmx 150mm x 40mm.
Material & labour for cement concrete in foundations, filling and mass concrete PCC as foundation to poles, type D2, 1:4:8 using 40 mm graded stone agregate as foundations to poles all as specified.
Material & labour for Cement concrete, filling and mass concrete, PCC type C2, 1:3:6 using 40 mm graded agregate all as specified and directed.
Material & labour for Cement concrete, filling and mass concrete, PCC type B1, 1:2: 4 using 20 mm graded agregate all as specified and directed.
Supply and laying in trenches/through pipes or bare in road crossings/ paths/ drains/ ducts/ floors/ along poles/walls/ ceilings/ equipments etc. Cable Under ground, Heavy duty, armoured, XLPE insulated with stranded aluminium conductor, 1100 Volts grade of following cross sectional area all as specified and directed. :-
(a) 120 Sqmm 3.5 core
(b) 50 Sqmm 3.5 core
(c) 25 Sqmm 4 core
(d) 10 Sqmm 2 core
Supply and errect Steel tubular poles type 410 SP-31 (9.0 metres long) complete with MS base plate, finial taper plug, bolts, nuts, screws and top cover,including two coat of aluminium paint over a coat of red oxide steel primer complete all as specified and directed.
Total carried over to BOQ Rs.
Signature of Contactor
Schedule 'A' Part XII
(Internal Electric supply)
Excavation in trenches in hard/dense soil not exceeding 1.5m wide and not exceeding 1.5 metre in depth for laying of cable and not exceeding 10 Sqm on plan for poles, struts, stays etc. and not exceeding 1.5 m in depth and getting out complete all as specified.
Returning, filling in, trenches including spreading leveling, watering and well ramming in layers not exc 25 cm.
Removing excavated material to a distance not exc 50 mtrs and depositing where directed at a level n.exc 1.5 mtr above the starting point.
M&L for cushioning for protection of cable using dry river sand or M Sand, free from particles all as specified and directed.
Supply and Laying Un-reinforced precast concrete cable cover class LV, Type 1, flat, size 250mmx 150mm x 40mm.
Material & labour for cement concrete in foundations, filling and mass concrete PCC as foundation to poles, type D2, 1:4:8 using 40 mm graded stone agregate as foundations to poles all as specified.
Material & labour for Cement concrete, filling and mass concrete, PCC type C2, 1:3:6 using 40 mm graded agregate all as specified and directed.
Material & labour for Cement concrete, filling and mass concrete, PCC type B1, 1:2: 4 using 20 mm graded agregate all as specified and directed.
Supply and laying in trenches/through pipes or bare in road crossings/ paths/ drains/ ducts/ floors/ along poles/walls/ ceilings/ equipments etc. Cable Under ground, Heavy duty, armoured, XLPE insulated with stranded aluminium conductor, 1100 Volts grade of following cross sectional area all as specified and directed. :-
(a) 120 Sqmm 3.5 core
(b) 50 Sqmm 3.5 core
(c) 25 Sqmm 4 core
(d) 10 Sqmm 2 core
Supply and errect Steel tubular poles type 410 SP-31 (9.0 metres long) complete with MS base plate, finial taper plug, bolts, nuts, screws and top cover,including two coat of aluminium paint over a coat of red oxide steel primer complete all as specified and directed.
Supply and fix LED street light fitting 70 Watt 230V ac out door type with high pressure die cast aluminium hosing and heat resistant including thermal management in multiple optics complete with IP 65/66 protection (paintimg the bracket with one coat of red oxide and one coat of aluminum paint) and connecting it with pole mounted junction box with 2.5 sqmm 2 core copper conductor all as directed.
Supplying, Installing, Commissioning and Testing CPRI Prototype Tested, Factory made, Free Standing Floor Mounted, Dust and Vermin proof, Compartmentalised, Indoor type, Automatic Power Factor Correction [APFC] Panel comprising of Low Loss MD-XL Heavy Duty Hermetically Sealed Capacitor Bank of 50 KVAR, connected in 6 steps with Capacitor rating [2X 25] KVAR complete with Step Contactor suitable for Capacitor switching with HRC Fuses, Backup Protection, APFC Relay 2 Stage Microprocessor based combinational switching type,
Incoming: [a] MCCB, 100 Amps, 4 Pole, 16 KA with thermal magnetic release with rotary handle. [b] CBCT [c] Earth Leakage Relay [d] Over Voltage and Under Voltage Relay [e] Phase Indicating LED Lamps. [RYB] [f] Control Fuse Base with 2 Amps HRC Link [g] 2 Stage APFC Relay [h] Timer [i] Aux Contractor [j] Exhaust Fan
Outgoing: [a] [2 X 25 ] Capacitor Bank - 02 Nos [b] MCCB, 100 Amps, 4 Pole, 16 KA [c] Suitable KVAR MPP Heavy Duty Capacitor Cylinder Type, 415 Volts. [d] Suitable KVAR Capacitor duty contractor [e] Indicating LED Lamp. [ON/OFF] [f] Push Button. [Start/Stop] [g] Control Fuse Base with 2 Amps HRC Link.
S&F solar street light fitting 36 watt including galvanized steel pole in built , lithium ion battery , solar panel change controller with dusk down sensor complete . (Excavation and earth work shall be measured separately)
Material & Labour Steel water tubing GI Light grade for protection of u/g cables under floors, walls, roads and fixed to poles of 50 mm dia bore.complete all as specified and as directed.
Material & Labour Steel water tubing GI Light grade for protection of u/g cables under floors, walls, roads and fixed to poles of 40 mm dia bore.complete all as specified and as directed.
S&F solar street light fitting 36 watt including galvanized steel pole in built , lithium ion battery , solar panel change controller with dusk down sensor complete . (Excavation and earth work shall be measured separately)
Material & Labour Steel water tubing GI Light grade for protection of u/g cables under floors, walls, roads and fixed to poles of 50 mm dia bore.complete all as specified and as directed.
Material & Labour Steel water tubing GI Light grade for protection of u/g cables under floors, walls, roads and fixed to poles of 40 mm dia bore.complete all as specified and as directed.
S&F solar street light fitting 36 watt including galvanized steel pole in built , lithium ion battery , solar panel change controller with dusk down sensor complete . (Excavation and earth work shall be measured separately)
Material & Labour Steel water tubing GI Light grade for protection of u/g cables under floors, walls, roads and fixed to poles of 50 mm dia bore.complete all as specified and as directed.
Material & Labour Steel water tubing GI Light grade for protection of u/g cables under floors, walls, roads and fixed to poles of 40 mm dia bore.complete all as specified and as directed.
Material & Labour Steel water tubing GI Light grade for protection of u/g cables under floors, walls, roads and fixed to poles of 25 mm dia bore.complete all as specified and as directed.
Total carried over to BOQ Rs.
Signature of Contactor
Schedule 'A' Part XIII
(Site Clearance)
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft / loose soil
Excavation over area n.exc 1.5m deep and getting out in soft/loose soil
Rough excavation n. exc 1.5 mtr deep and getting out soft/loose soil
Removing excavated material for soft / loose soil exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and directed.
Grubbing up tree trunk exc 30 cm and n. exc 100 cm girth including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site
Grubbing up tree trunk exc 100 cm and n. exc 150 cm girth including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site
Grubbing up tree trunk exc 150 cm and n. exc 300 cm girth including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site
Total carried over to BOQ Rs.
Signature of Contactor
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