752985A PROVN OF SINGLE MEN BARRACKS FOR AGNIVEERS AT JAK RIF REGIMENTAL CENTRE JABALPUR

Schedule 'A' Part IX

Schedule 'A' Part X

(Lightning Protection System)

Old iron scrap+10:15

SCHEDULE "A" (Schedule of credit) Schedule of Credite Rs 237900.00 (Minus) inserted by the MES. (Note : Credit amount shall be deducted manually to arrive net bid amount)

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

SCHEDULE "A" PART-I (Building / Structures) (To be quoted by the contractor) Bbuilding works mentioned at item NO 1(A), Item No 1(B) & item NO 1(C) is in ENGINEERING PROCUREMENT CONSTRUCTION (EPC) Mode. Contractors has to carry out the detailed engineering design of these building, procure all the equipments and materials necessary and then construct to deliver a fully functional facility to the MES department.

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-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 & cooling Applinces) Lump sum price worked out by the contractor for (Summer & cooling Applinces) as listed in Schedule 'A' Part-VII against the lump sum price inserted by the MES.

Sch 'A' Part-IX (FIRE FIGHTING SYSTEM) Lump sum price worked out by the contractor for (FIRE FIGHTING SYSTEM) as listed in Schedule 'A' Part-IX against the lump sum price inserted by the MES.

Sch 'A' Part-X (Lightning Protection System) Lump sum price worked out by the contractor for (Lightning Protection System) as listed in Schedule 'A' Part-X against the lump sum price inserted by the MES.

Sch 'A' Part-XI (Demolition) Lump sum price worked out by the contractor for (Demolition) as listed in Schedule 'A' Part-XI against the lump sum price inserted by the MES.

Item No 02 : Supply, installation, testing and commissioning of copper wound (double wound), step down transformer of capacity 160 KVA (Level-3), plinth/ floor mounted, OUT DOOR TYPE and conforming to IS 1180:2014, AC 3 phase 50 Hz, ONAN with external cooling tubes/ radiators, having no load voltage ratio 11/0.433 KV corresponding to principal tapping, delta connected primary side (11KV HV side) and star connected on secondery side (433V LV side) in accordence with vector symbol Dyn-11 (Vector Group), manual type off load tap changing facility on HT side to vary secondary voltage from minus 7.5% to plus 7.5% in steps of 2.5%, continuous rating of capacity 160 KVA & cable box on LT side.

Item No 03 : Supply and fixing of switch air break gang operated triple pole mechanically operated horizontal type out door with all other fittings/ accessories mounted on & including porcelain insulators and steel frame with operating mechanism worked from ground level with & including operating rod of 32mm dia GI pipe medium grade (ISI marked) with MS handle with locking arrangement, for current rating up to 400 Amp 11000 Volts including dropout fuse set 15 insulators to suit gang operated triple pole 11 KV switch, connecting, commissioning and testing on completion complete all as specified and directed.  
Item No 04 : M& L for cable root indicator M

AMF ELECTRICAL CONTROL PANEL : Inbuilt AMF Panel is manufactured with 14/16 guage fabricated out of 2mm thick CRCA sheet, floor mounting type, powder coated for weather-proof and long lasting finish, totally enclosed, front higed cover, instrument swithches and panel complete alla as specified and required. #=One set of accessories (As per manufacture's instruction) :- <+Tools (As per manufactures instructions):- ("
Base frame arrangements . The engine and alternator would be coupled by means of specially diesigned flexible coupling and both

Item No 34 : M&L for fabrication, transportation, erection & testing for Hot compressed molded SMC (sheet molding compound) panel tanks of 12000 gallon capacity , erected at ground level using steel structure of of Brand SINTEX, AMITEX, DEVI POLYMERS as per BIS: 14399 Part-I & Part-II. ISI Marked SMC Panel tanks of approved brands. Roof & Base of SMC Panel tanks having panels of size 1.00 m x 1.00 m, 1.00 m x 0.5 m . Side Walls of tanks shall be constructed using SMC panels of size 1.00 m x 1.00 m panel as per site requirement or as per OEM standards. One manhole of diameter 600mm lockable lid of hot pressed moulded made out of SMC should be provided on the roof of tank with lockable lid and aluminium ladder above 1mtr height inside & outside the tank for access. Tanks must have vertical iron posts lied firmly with Tie rods.

iting FD-280 #Item No 52 : Table 60x60 cms FD-293 "Item No 53 : Chair Writing FD-280 2Item No 54 : Table 90x60cm with Drawers FD-283/224  Item No 55 : Notice Board FD-99R 5
Note for Srl No 2 to 16 The percentage above / below the SSR -2020 (part-II) rates shall be derived from the amount quoted by the contractor against Srl No. 2 to 16 by comparing it with the amount inserted / pre- priced by the department and the same shall be applicable for the items of respective schedule Y M&L for GI tube light grade with all fitting laid in trenches of fixed to pole of size:- For Accepting Officek
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-V against the lump sum price inserted by the MES. )çSch 'A' Part-V (Sewage Disposal) Lump sum price worked out by the contractor for (Sewage Disposal) as listed in Schedule 'A' Part-IV against the lump sum price inserted by the MES. h
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. "5Schedule 'A' Part-XIII (Miscellaneous items of works)

SEWAGE

Supply, installation,commissioning of Water cooler fully stainless steel, electric driven and single phase having approx storage 80 litres and nominal cooling capacity 40 Litres per hour .

(f) Internal roof supports should be of FRP/GRP 5 mm thick hollow square section. (g) Air-vent dia 100mm with mosquito proof mesh insect proof.. (j) Aluminum body water level indicator with clear tube type and brass nozzle (For Tank height more than 1 Meter) Internal FRP ladder with wall mounting arrangement inside (For Tank height more than 1 Meter). (h) External GI ladder with complete fixing arrangement outside. (J) Complete fixing of Inlet/Outlet/overflow/drain with suitable colour coding paint should be GI Flange type with 9" long Nipple and pipe of uitable sizes. (k) Panel Thickness 6 mm -10mm. (l) Neccesary Civil foundation and Base Frame. (m))Brick work required with plaster . (n) Frame work of I section and C channel.

External Water supply

The panel should withstand Hydrostatic pressure of atleast 4 times the working load and should be provided with HDG bolts, nuts, washers, food grade foam gasket, cleats, including PVC pipe support of 110mm dia for the roof of top panels. Tank shall be erected on steel base at site as per manufacurer's specifications & design. Provision of holes for inlet and outlet, overflow should be made as per direction of Engineer-in- Charge and including connecting with 9" long thread end Nipple complete all as specified & directed by Engr in Charge. The Tank installation work will be carried out at roof of building/ ground level.

Per sq Mtr

Use & wate 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 batte complete all as specified and as directed.

Rain Water Harvesting

Old brick work/stone work

/hr and tank capacity of 3.4 ltrs, heating capacity 6 ltrs/hr and tank capacity 1.6 ltrs, working in R - 134a refrigerant.

(External Electric Supply)

M & L for Grubbing up tree trunk (exc 30 cm but n exc 100 cm) 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

Supply and laying or fixing or passing in trenches/ on pole/ through pipes,1100 volts grade XLPE insulated, screened PVC bedded, galvanised steel strip or wire armoured, heavy duty electric cable with stranded aluminium conductor conforming to IS 7908 / (PART-I) 1988 with the latest amendments including jointing materials such as cable glands & lugs etc and testing on completion all as directed etc of the under mentioned type and sizes :-

(a) 3.5 core x 120 sqmm

(b) 2 core x 6 sqmm (Garden lighting & Post top Lantern)

(c) 4 Core X 25 Sqmm (Centralised Cooler)

Excavation in trenches, n exc 1.5m wide and n exc 1.5m in depth , for foundation, etc or for shafts, wells, cesspits, manholes, pier holes,etc. n exc 10sqm on plan and n exc 1.5m in depth and getting out in any type of soil complete all as specified and as directed.

M/L for Returning , filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed.

M/L for Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and as directed.

Supply and laying sand cushioning with dry and clean washed sand over and under the under ground cable in trenches, ducts for cable protection 150 mm below & 80 mm above the cable as protection of cable complete as specified & directed. Note : Punned thickness of sand shall be measured & paid.

Use & 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 complete all as specified and as directed.

Supplying and laying unreinforced precast concrete cable cover, class LV Type 2 flat, size 300mm x 180mm x 40mm complete all as specified and directed by Engr in charge.

M&L for cross arms, bracing, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of one primer coat, one under coat and one finishing coat of aluminum paint complete all as specified and dircted.

Supplying and laying unreinforced precast concrete cable cover, class HV Type I, flat, size 300mm x 180mm x 40mm complete all as specified and directed by Engr in charge.

Supply and fixing steel tubular swaged pole, type 410 SP 55 (Overall length 11.00 meter) conforming to IS-2713 (Part 1 to 3) 1980 complete with cast iron base plate, finial taper plug, bolts, nuts and washers, screws. Pole shall be painted with two coat of black bituminous throughout internally and externally upto planting depth and the remaining external portion shall be painted with two coats of aluminium paints over a coat of red oxide primer, including painting white & red alternate strips of 30cm each externally from ground level upto 1.2m with synthetic enamel paint and writing numbering of poles with black paint on yellow background complete all as specified and as directed. (Note: Excavation and earth work and PCC shall be measured and paid separately under respective items)

M&L for PCC (1:2:4) type B2 using 40 mm graded stone aggregate as in foundation, filling, mass concrete and pilasters, buttresses columns, posts etc complete all as specified & directed.

(a) 50 mm Dia

M&L for 40 to 80mm graded broken stone aggregate for spreading/ loose filling in the substation or other places where directed including stacking materials in regular heap/ stack for measurement complete all as specified and directed.

S&F for lightning arrestor Expulsion type complete with all fittings, transmision/ distribution class , current rating 65 kA suitable for 11 KV system, discharge capacity 65 kilo amps and mounting on poles including all necessary bolts, nuts and washers and making electric connection and testing on completion complete all as specified and directed. Make:- SCHNENIDER or BHEL or GE POWER or W/S INSULATORS or SOUTHERN INSULATORS or OBLUM as approved by GE.

M & L for Danger notice plate of 1.6mm thick mild steel sheet, vitreous enamelled white, with letters, figures and conventional skull and bones in signal red colour and fixed with M.S. clamps, bolts and nuts of approved size, for HT, 25 x 20 cm size complete all as specified and directed.

Supply, fix for LED post top lantern 40 watt light fitting made of cast aluminium spigot housing with decorative opal acrylic diffuser with IP 65 protection complete with all accessories fixed on GI pipe 50 mm dia complete all as specified and directed.

Supply and fixing HT 11 KV (Earthed) grade heat shrinkable end termination jointing kit outdoor type complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 120 -185 sqmm complete all as specified and as directed.

Materials and labour for Aluminum conductor steel reinforced (ACSR) conductor as in LT overhead electric line and stretching the same with required span, standard sag and binding the conductor with pin/shackle insulator and jumpers with aluminum binding wire not less than 2.00mm dia, PG clamp etc complete all as specified and as directed.

Supply and fixing Pin type insulator, porcelain, vitreous, white, brown or green insulator including one galvanised mild steel spindle, two galvanised iron washers and one galvanised iron nut, 150mm height, 150mm dia for 11000 volts grade confirming to IS-2486 complete all as specified and as directed.

Material and labour for anti-climbing device, spike type fabricated from structural steel comprising of MS flat 20mmx6mm, MS round bar pointed, 8mm dia, 20cm length welded on MS flat fixed with nuts, bolts, washers and welding with and including painting with two coats of aluminium paint over a coat of red oxide zinc chrome primer complete all as specified and as directed.

S & F drop out fuse unit explusion type for out door air break gang oprated switch single pole mounted on and including two numbers insulators for 11 KV working pressure fixed to MS channel with nuts, bolts and washer etc and current carry capacity above 50 Amp upto and 100 Amp complete all as specified and as directed.

(a) MCCB 4 Pole 350 Amps, 36 KA with Rotary Handle, microprocessor release adjustable amp Ics = 100% Icu as per IEC 60947-2 , Adjustable Over load from 0.5 to 1*In , Adjustable Short Circuit from 2 to 10*Ir , Adjustable Neutral Protection - N, N/2,OFF for 4 Pole MCCB , Inbuilt Thermal Memory- 01 No (incoming)

Fixing only chain link fencing including line wire, any mesh, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wires complete all as specified and as directed.

Supply and fixing mild steel Fe 410-W (Gde-E- 250) quality-A, 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 including 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 all as specified and directed.

Supply and fixing mild steel Fe 410-W (Gde-E- 250) quality-A, plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment complete all as specified and as directed .

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part III

(External Water supply)

Supply and lay pipe galvanized, “Medium class”, including fittings of dia 50 mm and all as directed.

Supply and lay pipe galvanized, “Medium class”, including fittings of dia 40 mm and all as directed.

Supply and lay pipe galvanized, “Medium class”, including fittings of dia 25 mm and all as directed.

Supply and lay pipe galvanized, “Medium class”, including fittings of dia 20 mm and all as directed.

S&F gun metal gate valve of following sizes screwed down high pressure with handle, Iron wheel (ISI marked) complete all as dire

(a) 50mm bore

(b) 25mm bore

(c ) 20mm bore

Excavation in trenches, n exc 1.5m wide and n exc 1.5m in depth , for foundation, etc or for shafts, wells, cesspits, manholes, pier holes,etc. n exc 10sqm on plan and n exc 1.5m in depth and getting out in any type of soil complete all as specified and as directed.

M/L for Returning , filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed.

M/L for Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and as directed.

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part IV

Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions.

Supply and errect vertically Galvanised, medium grade pipe 20 mm diameter complete with fittings for raising height for air termination rods all as specified and directed.

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil

P3, laid and jointed complete with collars complete all as specified and directed.

Add to (or deduct from) last item for every 3 cm or part thereof above or below 15 cm average depth in soft /loose soil

M&L for soling (sub base) with broken boulders or quarried stones 200 mm thick spread interstices filled surface formed rolled and consolidated to required gradient and camber all as spfd.

Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0. 2 - 0.30 kg/sqm on surface of bitumen including preparation of bitumen surfaces as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete including preparation of bitumen surfaces all as specified and directed .

M&L premixed bituminous macadam laid/rolled and compacted to required gradient and camber with using 20 mm graded stone agg and paving bitumen 4% by the weight of total mix (consolidate thickness 75 mm or less as required ) complete all as specified and as 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/WBM including preparation of WBM/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/WMM surfaces all as specified and directed .

Continuous edging with roughly squared sand stones of size 30 cm x 5 cm (30cm deep & 5 cm thickness), length of each patti not less than 60 cm Complete of using sand stone/Katni sone all as specified and directed.

M & L moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete.

M&L preparation of road surface and applying thermoplastic relflective paint in white or any tint marking of min 2 mm thick single coat as in center line and edge line road marking of 150/100 mm width using ''HOT MARK" thermoplastic modern propelled road marking machine as directed incl all ingredients such as blinder, glass beads, Titaniumdioxide calcium carabonate inter fillers thermroplastic requirement for glass beads shell be the Table No 650.4 of MOT specifications incl spraying of glass beads etc all as per manufactures instrustions and as directed

Material and labour for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with aproved colour, design & attern as in foothpath, parks, lawns, drive ways or light traffic arking etc. of required strenght, thickness & size / shape, made by table vibrating method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding / laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra cement complete all as specified and directed.

M & L for Laying and compacting 150 mm thick (compacted thickness ) WMM laid in two layers of 75 mm each 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.

M&L for Cement concrete type D-2 1:4:8 (using 20 mm graded aggregate) as in foundation filling and mass concrete , sub base complete all as directed.

M&L PCC 1:2:4 type B-1 (using 20 mm graded stone agg) as in seismic and other similar bands, coping, bed block or similar work including necessary form work complete all as specified.

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.

Supply and fixing in repair solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed

S&F 600 mm bore Reinforced concrete pipes class NP3, laid and jointed complete with collars complete all as specified and directed.

M&L PCC 1:3:6 type C2, 40mm graded agg as in concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 600 mm bore complete all as specified and directed.

S&F 450 mm bore Reinforced concrete pipes class N

M&L PCC 1:3:6 type C2, 40mm graded agg as in concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 450 mm bore complete all as specified and directed.

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part V

Supply only bottled water dispenser, having option of dispensing hot and cold water with cooling capacity 3 ltrs

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 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.

(ROAD PATH CULVERT)

M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc.

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 for cement concrete type C2 1:3:6 (40mm graded stone aggregate) in foundations, filling and mass concrete complete

M&L for 15 mm thick rendering in cement mortar (1:3) on brick / concrete/ stone surfaces mixed with water proofing compound as per manufacturer instruction , finished even and smooth using extra cement complete all as specified and as directed.

Supply only water proofing compound.

Raod Path Culvert

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 Precast cement concrete Type B-1 1:2:4 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces 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

S&F TMT steel bars 5mm dia and over, up to and including 10mm dia in stirrups spcers and binders.

M&L for 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

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 1.5 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, 15mm thick rendering on any faces of stone, concrete or brick work in CM 1:4 surface finished even and fair complete all as specified and 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.

M & L for Mild Steel TMT bar 10mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed.

M&L Brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in CM (1:6) complete all as specified and as directed.

M&L RCC M - 25 (Design Mix) (20mm graded agg) as in footing etc complete all as specified and as directed.

M&L RCC M - 25 (Design Mix) (20mm graded agg) as in walls, retaining walls, basement walls, and the like , of any thickness including attached pilaster and butresses, footing etc complete all as specified and as directed.

M&L Precast cement concrete Type B-1 1:2:4 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar 1:6 complete all as specified and as directed.

M&L for cement concrete 1:2:4 type B1 (20 mm graded stone aggregate) as in coping complete

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 VII

(Summer & cooling Applinces)

Note:- Unit rate quoted is inclusive of earth lead and protection pipe upto 7.5 metre from earth plate.

vanes,hangars,supports.Duct work shall be rigid and straight without kinks.All exposed ducts within the conditioned space shall have slip joints. Flanged joints shall not be used.Powder coated alumium Grill and Volume control damper should be used.Ducts shall be supported independently from the building structure and adequately, to keep the ducts true to shape. The support spacing shall be not more than 2 m.Duct connections to the air-handling unit shall be made by inserting a double canvas sleeve .The steel sheets shall be hot dip galvanized with MAT finish with coating of minimum 120 grams per square meter (GSM) of Zinc, GI sheets shall be lead free, eco friendly and RoHS compliant.

All sheet metal connections, partitions and plenums required for flow of air through the filters, fans etc. shall be at least 1.25 mm thick galvanised steel sheets.Hanger rods shall be of mild steel and of at least 10 mm dia for ducts upto 2250 mm size, and 12 mm dia for larger sizes.All nuts, bolts and washers shall be zinc plated steel. All rivets shall be galvanised or shall be made of magnesium - aluminium alloy. Self tapping screws shall not be used.The fabrication of ducts shall be carried out as per approved drawings and specifications of following sheet thickness complete all as specifed and as directed. Note: (i) The duct work shall be as per IS 655.(ii) The GSS sheets for duct work shall conform to class viii with zinc coating of 120 gm/sq mtr as per ISS-277 all as specified and directed

Supply and Installation of Solar water heating system ,Evacuated Tube Collector based on direct transfering heat for 1500 litre per day capacity ,with electrical heating back up and all as directed. (For SM Barrack)

Supply and fix electric water heater, storage type steel body with copper inner tank and heating element upto 2 KW capacity 25 litre, BEE 5 Star rated complete with all accessories such as safety valve, thermostate, NRV, connection piece etc.

Supply and install hi wall split units capacity 2.0 TR indoor/outdoor complete with cordless remote control unit and with in built air ioniser and Plasma filter for better indoor air quality with minimum 4 star rating and EER 3.2.of capacity complete all as specified.

Deep freezer hard top more than 320 litre and up to 400 Litre capacity having double door

Total carried over to BOQ Rs.

Signature of Contactor

Each job

(Arboliculture)

Excavation in post holes (or similar holes) each n.exc. 0.50 Cum in self/loose soil getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 CM, watering and removing surplus soil, to a distance n.exc. 50 M. and making good surplus complete all as specified and directed.

M&L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.

S&F framed work as in door or gates of angle or other section with gusset places, rails, braces etc complete drilled for fixing of steel sheeting or other covering doors etc to be prepared for hanging or sliding with and including hooks, hinges complete all as specified and directed by Engineer-in-Charge. (for tree guard)

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

(a) Aluminium bus bar - 200 amps rating - 03 Nos. ( for phases and 100 Amps for neutral 01 No insulated with proper colour coding phase wise ). Qty -04 (b) Incoming MCCB 4 pole 100 Amp, 415 volt, 16 KA Thermal setting 70% to 100% - 01 No (Incoming) (Qty 02 no.) (c) Outgoing (i) MCB TPN 20 to 63 Amps - 02 Nos (d) Automatic star-Delta starter for borewell as suitable after pump lowering (ii) MCB SPN 6 to 10 Amps - 02 No (e) MPCB for borewell as require and suitable for borewell (f) Require neceesarry wiring/cable (size of cable depnd upon the pump installed in the borewell) for connection of panel to a near by Electric line

FIRE FIGHTING SYSTEM

(FIRE FIGHTING SYSTEM)

S & F for MS ERW pipe 50 mm dia as per IS 1239 including cutting /threading/welding etc for providing connections and including all types of reqd fittings , clamps, nout & bolts etc for laid on wall/ceiling/ floor/ all as specified and directed.

S & F for MS ERW pipe 25 mm dia as per IS 1239 including cutting /threading/welding etc for providing connections and including all types of reqd fittings , clamps, nout & bolts etc for laid on wall/ceiling/ floor/ all as specified and directed.

S & F Valve,gate/ball, screwed,15 mm, brass with iron wheel head, screwed both ends for iron/MS pipe and complete all as directed.

S & F Valve,gate/stop, screwed,50 mm , brass with iron wheel head, screwed both ends for iron pipe and complete all as directed.

M & L for RRL hose reel of 20 mm dia 30 mtr long including hose box conforming to IS - 5132 complete all as specified and as directed.

S & F for booster(pressure) pumps / Terrace pump for 440 V, 3 Phase, 50 Hz Confirming to IS- 12469 :1988 With CI Casing bronze impeller and stainless steel shaft mounted on heavy duty bearings suitable for 440 volts, 3 phase, 50 Hz 30m head, 450 LPM discharge including suitable size automatic pressure maintained pump starter complete all as specified and as directed. Rates are incl of reqd foundation wk, hur type shed for pump set made of GI sheet & angle iron, all electrical and water connection etc complete all as specified and as directed.

Total carried over to BOQ Rs.

Signature of Contactor

(Sewage Disposal)

Schedule 'A' Part II

Lightning protection system

Supply & fix aluminium strips 25x3.15 mm with saddles and fixing screws etc. for roof conductors and down conductors above ground complete all as directed by Engr - in - Charge .

S&F test point terminal block made out of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3 nos. 8mm dia 25mm long hex. head screw , drolled , cutting upper & lower portion for incoming & outgoing including double insulators two coat of synthic enamel paint complete as directed .

Supply and fix air termination rod single pointed aluminium rod length 12 mm dia & 300 mm long .

M&L for 100 mm thick PCC 1:2:4 TYPE B1 using 20mm graded stone aggregate as in floor.

Supply only chain link MS galvanisd fencing, any size or type complete all as specified and directed.

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part VIII

NOTES:-1. The quantities shown in column (4) are approximate and are inserted as guide only. The actual quantities obtained from ismantling/demolition/takingdown under schedule shall be considered for credit. 2. The rate given under Column (5) is firm and no variation in the rate will be allowed. The credit worthiness of the materials for which the credit is to beoffered by the contractor shall be deemed to have been ascertained by him before quoting his tender No claim onthis account shall be entertained.

3. Credit amount as indicated below shall be recovered from the contractor's dues inrelevant RAR's but in any case before removal of the demolished materials from work site. 4. The demolished materials shall be removed from site from time to time as directed by GE. However, the contractor shall be permitted to remove the demolished materials becoming his property only after the amount is deposited by the contractor. 5. No separate payment for removal of the old material including disposal of debrisshall bemade & the same shall bedeemed accounted for in the credit.

(Demolition)

Schedule 'A' Part XII

Taking down chowkhat with shutter not exc 1.5 sqm each complete all as directed.

Total carried over to BOQ Rs.

Signature of Contactor

Amount

(Site Clearance)

Suraface excavation n.exc 30 cm deep and averaging 15 cm and getting out in soft soil.

Excavating over areas, n exc 1.5 m deep and getting out soft/loose soil

Earth filling (for site development) incl raising (or lowering) not exc 1.5 m high earth spreading in layers n.exc 30 cm thick watering and rolling and finishing to reqd size and shape etc

Removing excavated material to a distance exc 500m but n exc 1.5km, depositing where directed at a level n exc 1.5 M above the starting point.

Total carried over to BOQ Rs.

Signature of Contactor

Schedule 'A' Part XI

Item No 1 (A) : Designing (Structurally & Aesthetically) and construction of block of Single Men Barracks For Agniveers permanent specification for (G+3) Storey RCC Framed Structure all as per design basis report, detailed in scope of work and other documents of the tender complete all specified and directed.

All as per above but exc 1.5 sqm but nexc 4.0 sqm each complete all as directed.

Demolition of brickwork or stone/boulders masonry built in cement mortar or cement lime morter incl all quoins, arches, pillars etc but not excluding ashlar facing dressed stone work and precast concrete articles complete all as directed.

Demolition of RCC of any description any any position not otherwise provided for complete all as directed.

Demolition of concrete ground floors and pavings n.exc 15cm thickness (below or above ground level) unreinforced complete all as directed.

Total Amount

SCHEDULE OF CREDIT

Srl No.

Signature of Contactor