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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC 7TH MILE UPPER SHILLONG P O NONGLYER SHILLONG MEGHALAYA | EAST KHASI HILLS | MEGHALAYA | 793009 | ₹1.4 Cr | L1 | Accepted-AOC Being L1 bidder |
| 2 | L2₹1.6 Cr+₹14.2 L (9.85%)Rejected-Finance 34 KAISER GANJ MANDI DIST MEERUT UP 250002 | MEERUT | UTTAR PRADESH | 250002 | ₹1.6 Cr+₹14.2 L (9.85%) | L2 | Rejected-Finance Being other than L1 bidder |
| 3 | L3₹1.6 Cr+₹18.2 L (12.7%)Rejected-Finance 84 POLO HILLS OPPOSITE SBI BRANCH EAST KHASI HILLS SHILLONG MEGHALAYA 793001 | EAST KHASI HILLS | MEGHALAYA | 793001 | ₹1.6 Cr+₹18.2 L (12.7%) | L3 | Rejected-Finance Being other than L1 bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical Being not eligible and not meeting the stipulated criteria as mentioned in NIT |
Tender Value
₹1.8 Cr
EMD Value
₹2.5 L
Closing Date
31 Aug 2021, 6:00 pmClosed
CHIEF ENGINEER AF SHILLONG ZONE
HQ CHIEF ENGINEER AF SHILLONG ZONE MILITARY ENGINEER SERVICES ELEPHANT FALLS CAMP PO NONGLYER SHILLONG 793007
IMPROVEMENT OF SECURITY INFRASTRUCTURE AT HQ EAC U AF UNDER GE I AF SHILLONG
2021_MES_463029_1
88977/SHL/E8
Open Tender
Civil Works
Item Rate
270 days
Shillong
As per Tender documents
7 documents required · 7 mandatory
₹1,000
GE (I) AF SHILLONG
₹2.5 L
Yes
6 Oct 2021
27 Jul 2021
7 Sept 2021
27 Jul 2021
31 Aug 2021
17 Aug 2021
27 Jul 2021 - 16 Aug 2021
Amount
Demolition of brick work/ block masonry or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facing dressed stone work and precast concrete articles and removal all rubbish material complete all as specified directed.
Demolition of unreinforced cement concrete in any position not otherwise specifically provided for complete all as specified and directed.
Demolition of cement concrete (un-reinforced) in ground floors and pavings not exceeding 15 cm thickness below or above ground level and removal all rubbish material complete all as directed.
Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) in any position not otherwise specifically provided for complete all as specified and directed.
Dismantling structural steel work including doors, windows & gates but excluding framed trusses etc complete all as specified and directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.
Dismantling fencing wire mesh any type complete all as directed.
Dismantling steel poles/ struts of any size , including taking out embedded portion (embedded in concrete, brick work, masonary etc) and making good disturbed ground complete all as specified and directed.
Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion (embedded in concrete, brick work, masonary etc) and making good disturbed ground complete all as specified and directed.
Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded (in natural ground) portion and making good disturbed ground complete all as specified and directed.
Dismantling existing Galvanised steel barbed wire in fencing in any situation and in any position complete all as specified and directed.
Dismantling plain or corrugated steel sheeting/galvalume sheet any guage, thickness including Nainital or similar pattern roof covering,complete all as specified and directed.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as directed.
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loosed soil complete all as specified and directed.
Surface dressing n.exc 15 cm deep for site clearance (including cutting of bushes /grass etc or cleaning) and getting out in soft/ loose soil complete all as specified and directed. Note :- Removing surplus soil to a distance n exc 50m and making good surface deemed to be included in quoted rate.
Earth work in excavation over areas by mechanical means (Hydraulic excavator) means n. exc 1.5 mtr deep in hard/dense soil and getting out complete all as specified and directed.
Earth work in excavation over areas by mechanical means (Hydraulic excavator) means exc 1.5 mtr but not exc. 3.0 mtr deep in hard/dense soil and getting out complete all as specified and directed
Excavation in trenches by mechanical means (Hydraulic excavator) n exc 1.5 mtr wide and n exc 1.5 meter in depth for foundation, laying of cable, pole etc or for shafts, wells, cesspits, manholes, pier holes etc not exc 10 sqm on plan and getting out in soft/loose soil complete all as specified and directed.
Excavation in trenches by mechanical means (Hydraulic excavator) in soft / loose soil, not exc 1.5 m wide and exc 1.5 m but not exc 3.0 m depth or n exc 10 Sqm on plan and exc 1.5 m but not exc 3.0 m depth & getting out, for laying of cables, foundations of poles, struts, stays etc. and getting out including triming and forming bottom surface complete all as specified and directed.
Excavation in post holes (or similar holes) in soft/loose soil, each n.exc 0.5 cum, getting out, returning, filling in and ramming moorum or broken rubble mixed with moorum in layers n.exc 25cm around foundation concrete as ordered, watering and removing surplus soil to a distance not exceeding 50 m and making good surface, complete all as specified and directed.
Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick,complete, all as specified and directed.
Removing excavated surplus material to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
M & L for hard core of broken stone or boulders of gauge n.exc 63 mm, deposited, spread & levelled in layers n.exc 15 cm thick watered & rammed to true surface complete all as specified and directed.
M & L for PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate as in foundation, filling under floor etc complete all as specified and directed.
M & L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed.
M & L for providing cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregate as in surface channels and drains and benching including finishing the top of benching even and smooth using extra cement complete all as specified and directed. Note :- Forming fair finished channel shall be measured and paid separately under respective item of the BOQ.
M&L for cement concrete type B1, 1:2:4 (using 20 mm graded stone aggregate) as in lintels upto 1.5m clear span, steps, seismic and other similar bands copping/cills, bed block for embedding hold fast etc including necessary form work weathering, slightly rounded or chamfered angles and throating complete all as directed .
M & L for precast cement concrete type C-1, 1:3:6 using 20mm graded aggregate as in bond stones set and jointed in cement mortar 1:4 complete all as specified and as directed.
M & L Reinforced cement concrete M-25 (design mix) using graded stone aggregate as in foundation including rafters footings foundation beam plinth beam bases for column etc basement slab under reamed piles and mass concrete complete all as specified and directed.
M & L for Reinforced cement concrete M-25 (design mix) using graded stone aggregate as in columns, pillars, posts and struts etc complete all as specified and directed.
M & L for Reinforced cement concrete M-25 (design mix) using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness above top of footings including attached pilasters and buttresses complete all as specified and directed.
M&L for Reinforced cement concrete M-25 (design mix) using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies deck slabs, and in shelves and the like complete all as specified and directed by Engineer-in-Charge.
M&L for Reinforced cement concrete M-25 (design mix) using 20mm graded stone aggregate as in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area not exceeding 100 sqcm with or without chamfered angles and flat, splayed, rounded or mitered tops as directed and fixed in position complete all as specified and directed.
M&L for Reinforced cement concrete M-25 (design mix) using 20mm graded stone aggregate as in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area exceeding 100 sqcm and but not exceeding 250 sqcm with or without chamfered angles and flat, splayed, rounded or mitered tops as directed and fixed in position complete all as specified and directed.
M & L for Pre-cast cement concrete solid blocks 100 mm thick pre-cast (Factory made) cement concrete as kerb stone in PCC (1:2:4) type B-1 using 20 mm graded stone aggregate with plain joints in edging and set in joint in cement mortar 1:4 and making good disturbed surface of ground complete all as specified and directed.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds mitred/stopped ends etc complete all as directed. Note :- Measurment shall be taken only for inner girth.
M & L for Walling of random rubble uncoursed well bonded, bedded & solidly hearted built in cement mortar 1:6 complete all as specified and directed. Note :- Volume occupied by PCC bond stone shall not be measured against this item. Volume occupied by PCC bond stone shall be measured and under respective item here-in-after.
Extra over sand stone walling for hammer dressing to face stones and dressing of face beds & joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface not exc 20mm complete all as specified and directed.
M & L for Use and waste of flat 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 for rough finished surfaces of concrete complete all as specified and directed.
M & L for Use & waste of Form work to sides of square, rectangular or polygonal pillars, posts, columns etc for flat fair finished surfaces complete all as specified and directed.
M & L for Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc rough finished surface of concrete complete all as specified and directed.
M & L for Use & waste of Form work to soffits of suspended slabs such as roof slabs, floor slabs, landing horizontal or slopping similar work not. exc 200mm thick for flat fair finished surfaces complete all as specified and directed.
M & L for wire netting of galvanised steel wire 1.40mm dia fixed with tinned tacks of wire staples for size of mesh 25mm, complete all as specified and as directed.
S & F for 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 con- forming to Fe.290.Gde-E-165 complete all as specified and directed.
S & F 1.6mm thick mild steel, plain, black sheet in wall cladding,steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as speicified and directed.
S & F for bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as directed.
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, length of bolt not exceeding 5cm but not exceeding 10cm long and dia of neck exceeding 5mm but n.exc 10mm complete all as specified and directed.
S & F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and directed. Note:- Each line of wire to be measured.
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. Note :- Supply only Chain link and line wire shall be measured and paid separately under respective items.
Supply only mild steel galvanized chain link fencing, any size as directed complete all as specified and directed. Note :- Flat iron, round tie bars, nut bolts and washer shall be measured and paid separately.
M & L for TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed.
M & L for TMT bars 6 to 8 mm dia, cut to length, bent to shapes required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M & L for TMT bars 5 mm dia and over upto and including 10 mm dia in stirrups, spacers & binders, cut to length, bent to shapes required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M & L for 100mm thick PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in sub base complete all as directed.
M & L for 60mm thick PVC moulded precast interlocking paving blocks factory casted using grey cement and pigment, casted in an automatic plant working on vibration and simultaneous hydraulic compression from top, confirming to IS-15658-2006 and of shape haxagon/ triangular/ zigzag/ I-shaped etc. as directed having compressive strength not less than 350 Kg/ Sqcm laid over and including 25 to 30mm thick layer of sand cushioning including filling the interstices with & including sand and interstices on edges filled with PCC 1:2:4 type B-1 finished even and smooth without using extra cement complete all as directed.
M&L rendering 15 mm thick on fair faces of brick work or cement surface in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed.
M & L for rendering 10mm thick in cement mortar 1:3 on fair faces of brick or concrete surfaces finished even and rough for receiving wall tiles/dado complete all as specified and directed.
M & L 18-20 mm thick granite (of any type) work (table rubbed and polished) in steps jambs pillars, window cills, cooking platforms and like in cement mortar 1:4 including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed.
M & L for raised pointing to random or polygonal rubble masonry uncoursed or brought upto courses in CM 1:4 complete all as specified and directed.
M & L for preparing newly plastered surfaces of walls and applying three coats of white wash complete all as specified and directed.
M & L for preparing newly plastered walls surfaces and applying two coats of cement base paint over a coat primer complete all as specified and directed.
M & L preparation new or previously untreated steel surfaces of any description not exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over and including oe coat of red oxide zinc chrome primer complete all as specified and as directed.
M & L for preparation new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint of 1st grade quality over and including one coat of red oxide zinc chrome primer complete all as specified and directed.
S & F PVC(SWR) pipe 110mm dia as in weep hole, embedded properly in masonry while construction complete all as specified and directed.
Rolling and consolidating formation surfaces in cutting to the required gradient and camber including filling in depressions and hollows watering, levelling etc using power roller exc 8 tonne but n. exc 12 tonne capacity complete all as specified and directed.
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm and n. exc 50 mm deep and removing to a distance not exceeding 50m and stacking complete all as specified and directed.
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and exc 100mm deep but n. exc 150 mm deep and removing to a distance not exceeding 50m and stacking complete all as specified and directed.
M&L for 150 mm spread thickness soling (or sub base) using broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber using power roller exc 8 tonne but n. exc 12 tonne capacity complete all as specified and directed.
M&L 150 mm thick WBM in two layer of each 75mm compacted thickness with granite trap or basalt coarse aggregate of grading 1 (63 to 40 mm size) spread rolled and consolidated to gradient and camber required using power roller exc 8 tonne but n.exc 12 tonne capacity complete all as specified and directed.
M&L for premix bituminous macadam (consolidated thickness 75 mm or less) using 4% binder (paving bitumen VG-10) content by weight of total mix for repairs to road edges, in filling depressions, for filling pot holes, laid, rolled and compacted to required gradient and camber using 8 to 12 tonne power roller or for formation of speed breakers in shape as directed and compacted using 8 to 12 tonne power roller complete all as specified and directed.
BLANK
M & L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat of paving bitumen VG-10 @ 5 kg per 10 Sqm and laying bituminous premix carpet 30mm consolidated thickness with 0.405 Cum of stone chipping mixed with 21.90 Kg of binder (Paving bitumen VG-10) per 10 Sqm, rolled and consolidated with power roller exc 8 tonne but not exc 12 tonne capacity to required camber and gradient and sealed with premix sand seal coat (6.8 Kg of binder with 0.06 cum of sand), again well rammed (including supply of premixed macadam, binder and chippings), complete all as specified and directed.
M & L for cleaning and preparing road surfaces and applying 2mm thick reflective thermoplastic white or golden yellow road marking paint conforming to BIS-3262 by incorporating the white glass beads for reflectivity, laid through automatic mechanical road marking machine in a layer of CRYSTALEX for lines, dashes, arrows, Zebra marking etc in required width all as specified and as directed.
S & F in replacement ABS Engineering plastic stud (Cat Eye) of size 100mm x 90mm x 18mm thick, dynamically designed having high impact strength and fitted with 2 Nos. highly reflective reflectors on both sides iand fixed using epoxy resin adhesive (hardner) as per manufacturer's instructions and as directed.
S & F in replacement solar cat eyes (studs) made of aluminium dicasted body, 100% waterproof, both side reflectors, designed according to IP 65 of size 125mm x 125mm x 25mm with shank not less than 60mm length, high efficiency mono crystaline solar panel(2.5 V/0.3 watt), one Ni-Mh or Ni-cd rechargable battery (1.2 V/1600 MA) having six super bright LEDs with 10000 to 18000 mcd (millicandela), view distance upto 1000 metre and flush road bearing capacity 10 MT, fixing in road by drilling a hole and with epoxy hardner etc as per manufacturer's instructions at the location complete all as directed.
E/M Items M & L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation of poles/ struts/ stay assembly etc complete all as directed.
M&L for PCC 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in coping of poles etc including weathering, slightly rounded or chambered angle and throating including use and waste of necessary form work finishing all exposed faces of concrete even and smooth using extra cement complete all as directed by Engr-in-Charge.
Supplying, Fixing/laying, jointing and testing and commissioning, LT under ground cables, 1100 Volts grade, XLPE insulated, armoured heavy duty electric cable with stranded aluminuim conductors, laid in trenches, ducts/fixed on poles/walls/laid under roads/paths/drains/culverts or encased in GI pipe complete all as specified and directed of following sizes:-
4 core 16 Sqmm
3.5 core 50 Sqmm
3.5 core 120 Sqmm
3.5 core 185 Sqmm NOTE FOR ITEM NOS. 78 TO 82 :- (a) Excavation & earth work, shall be measured and paid for seprately under respective items of the BOQ. (b) GI pipe for laying of cable, sand cushioning, cable protection cover shall be measured and paid for seprately under respective items of the BOQ (c) Road cutting involved during excavation for laying of cables etc shall be made good as per existing road. Nothing extra shall be admissible on this account. Quoted rates of the item shall be inclusive of the above provisions.
S & F Galvanised steel tubing light grade 40 mm bore for protection of under ground cable on poles / walls/under road crossing/laid in trenches etc conforming to IS-1239 for following bore complete all as directed Note : Excavation & earth work shall be measured & paid separately under respective items of this Schedule.
M & L for dry sand cushioning to PVC under ground cable with screened and washed sand and punning to provide a required cover complete all as specified and directed. Note :- Thickness after punning shall be considered for payment.
M & L for brick protection for UG XLPE cable with burnt clay old size sub class 'B' bricks laid dry and flat abutting each other with gaps between adjacent brick not more than 10mm and width equal to length of brick in trenches across the cable complete all as directed.
Cutting existing 50mm bore steel tubing for alterations or additions in position, screwing existing steel tubing without taking down complete all as specified and directed.
Supply and laying in trenches steel water tubing 25 mm bore GI pipe, galvanized, medium grade, with all fittings in new or old alignment,complete all as specified and directed by Engineer-in-Charge.
Supply and laying in trenches steel water tubing 50 mm bore GI pipe, galvanized, medium grade, with all fittings in new or old alignment,complete all as specified and directed by Engineer-in-Charge.
S & F in repairs for Gun-metal, globe or gate valves 25 mm bore, with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed.
S & F in repairs for Gun-metal, globe or gate valves 50 mm bore, with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed.
M & L in replacement for heat shrinkable outdoor type straight through jointing kit for 11 KV (Earthed) grade cable of following size complete with jointing material and accessories complete all as directed :-
25 to 50 Sqmm, 3.5 core
120 to 150 Sqmm, 3.5 core
Supply and fix LED street light 82 W Performance street light luminaire having Single Die ceramic base high power LED light source, IP66 protection, PDC housing with Finless design and polycarbobate cover( IK08) with suitable clamping items requires as nut,bolt etc complete all as specified and direcetd by engr-in-charge.
Supply and fix post top lantern light fitting IP 65 and IK 08 rated grey colour decorative fixture(3000K) with die cast aluminium housing and transparent glass diffuser LED lamp complete With all accessories complete all as specified and direcetd by engr-in-charge.
Supply and fix post top lantern with 3 light fitting (CG-LED post top LPTH-20-MW) on a suitable size of pole,with designer neck-03 Nos,suitable length of pole not less than 4 mtrs complete all as specified and direcetd by engr-in-charge.
Supply and fix steel tubular swaged poles Type 410SP-31(9.0 meter long) Swan double Neck Type complete with CI base plate and fixing with PCC foundation (1:3:6) type C-2 with 40 mm grade aggregate and painting with 2 coats of aluminum paint over a coat of primers of zinc chromate primer externally of pole from top of copping to top of pole and remaining portion of pole shall be painting with 2 coats of anti-corrisive black bituminous paint of zink chromate primer,writing letters or figures (Black, Roman, Itallicor Indian) with thick enamel paint of approved shade n. exc. 5cm height in numbering of pole & including panting of 10cm black bands 3 Nos with synthetic enamel paint in alternate layer up to the height 1.5 mtrs complete all as specified and directed by Engr-in-Charge. Note : Excavation work will be measured and paid seperately for fixing of poles.
Supply and fix steel tubular swaged poles type 410SP-31(9.0 meter long) Single Swan Neck Type mplete with CI base plate and fixing with PCC foundation (1:3:6) type C-2 with 40 mm grade aggregate and painting with 2 coats of aluminum paint over a coat of primers of zinc chromate primer externally of pole from top of copping to top of pole and remaining portion of pole shall be painting with 2 coats of anti-corrisive black bituminous paint of zinc chromate primer,writing letters or figures (Black, Roman, Itallicor Indian) with thick enamel paint of approved shade n. exc. 5cm height in numbering of pole & including panting of 10cm black bands 3 Nos with synthetic enamel paint in alternate layer up to the height 1.5 mtrs complete all as specified and directed by Engr-in-Charge. Note : Excavation work will be measured and paid seperately for fixing of poles.
M & L for earthing complete with galvanized steel earth plate 60 cm X 60 cm X 6 mm thick buried vertically in ground to depth not less than 2.25 metres deep below ground level, with top edge of earth plate not less than 1.5 m below ground level, connected to galvanized earth lead wire 4.00mm dia by means of bolts, nuts, check nuts and washers of galvanized iron or steel besides welding at all joints as shown in drawing and including excavation and earth work, GI pipe light grade 15mm bore for protection of earth wire and connected to continous earth lead on pole/test point, supplying and laying charcoal dust common salt PCC 1:2:4 type B1, chamber and MS angle iron frame 40x40x3mm and RCC cover 40mm thick (1:2:4) type B1 using 20mm graded stone aggregate reinforced with 6mm dia round bars @ 75mm C/C both ways with MS handle 12mm dia, PGI funnel and wire mesh, 20mm dia GI pipe medium grade for watering all as shown in electrical plate No 3 on srl page No 497 of SSR Part I (2009) drawing and connection to earth test point including testing and including dismantling and taking out old earthing complete all as specified and directed. Note : (i) The cost of earth lead /strip and GI pipe for protection of earth lead/strip upto 7.5m is included in the quoted rate. (ii) The cost of excavation, earth work is included in the quoted rate.
M & L for earthing complete with galvanized steel earth plate 60 cm X 60 cm X 6 mm thick buried vertically in ground to depth not less than 2.25 metres deep below ground level, with top edge of earth plate not less than 1.5 m below ground level, connected to galvanized iron strip 32x6mm earth lead by means of bolts, nuts, check nuts and washers of galvanized iron or steel besides welding at all joints as shown in drawing and including excavation and earth work, GI pipe light grade 40mm bore for protection of earth wire and connected to continous earth lead on pole/test point, supplying and laying charcoal dust common salt PCC 1:2:4 type B1, chamber and MS angle iron frame 40x40x3mm and RCC cover 40mm thick (1:2:4) type B1 using 20mm graded stone aggregate reinforced with 6mm dia round bars @ 75mm C/C both ways with MS handle 12mm dia, PGI/CI funnel and wire mesh, 20mm dia GI pipe medium grade for watering all as shown in electrical plate No 3 on srl page No 497 of SSR Part I (2009) drawing and connection to earth test point including testing and including dismantling and taking out old earthing complete all as specified and directed. Note : (i) The cost of earth lead /strip and GI pipe for protection of earth lead/strip upto 7.5m is included in the quoted rate. (ii) The cost of excavation, earth work is included in the quoted rate. (2.00+4.00)
M & L for Earth continuity conductor of 32x6mm galvanised iron earth strip fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc, complete all as directed. Note: - Length beyond 7.5m (as already included in item of earthing) will be measured and paid against this item as per site requirement.
Item No. 102 Contd... (d) CTs rating 100/5A, Class-I for all three phases - 01 Set of Three (e) 22.5mm dia 230 Volts cluster type phase indication lamps for 'R' , 'Y' , 'B'- 01 Set of Three (f) Separate control fuse (g) Gen Set Batteries 12 Volt 90 AH sealed maintenance free with leads & connecting accessories - 2 Nos (h) Digital power factor meter (j) Fuel tank for atleast 8 hrs supply (capacity), with supply line to engine. (k) Electric starting with DC self starter, cut out with wiring, requisite batteries and its leads, battery charging alternator etc. (l) Fuel filters & lub oil filter. (m) Air cleaner (n) Exhaust silence-cum-manifold with adequate dia and length of smoke flu pipe to exhaust the emitted smoke out side the Generator room. (o) Engine stop with electro mechanically operated (Hand operated) (p) Lub oil cooler. (q) Fuel lift pump (r) Belt guard and automatic belt tension unit. (s) Engine driven booster pump to deliver fuel from supply line to the fuel injector through two Nos fuel filter (t) Safety control trip for low lubrication oil Temp (u) Safety control trip for high lubrication oil Temp (v) Safety control trip for Engine over speed (w) Base frame of sturdy design - 1 set (B) Cold Wheather Kit : Cold weather functioning Kit with suitable battery warmer comprising of automatically controlled thermostate. (C) AMF Panel : The panel shall be equipped as under:- (a) MCCB four pole 200 Amp confirming to IEC 60947-2 & IS – 13947-3 thermal magnetic release and adjustable over load setting 0.8 – 1.0 x In and adjustable short circuit setting 6 – 10 x In and rupturing capacity 18 KA at 415 V AC , 50 Hz complete - 02 Nos. Contd...
Item No. 102 Contd... (e) 100mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate ) as in foundation below PCC platform. (f) PCC (1:2:4) type B-1 (using 20mm graded stone aggregate ) as in platform above PCC foundation 2.5 times the operating weight of the Gen Set with enclosure or as recommended by the Gen Set manufacturer OEM/OEA, whichever is higher shall be provided and shall be deemed to be included in rate quoted for this item. Minimum platform for Gen Set. shall be 450mm above the ground level. Length and breadth of foundation shall be at least 600mm more on all sides than the size of enclosures. (g) The consolidated rate for Srl No. 102.00, 103.00, 104.00, 105 shall be quoted against Srl No. 102.00 of BOQ.
Item No. 106 Contd... OUTGOING (a) MCCB four pole 125 Amp confirming to IEC 60947-2 & IS – 13947-3 thermal magnetic release and adjustable over load setting 0.8 – 1.0 x In and adjustable short circuit setting 6 – 10 x In and rupturing capacity 25 KA at 415 V AC , 50 Hz complete - 02 Nos. (b) MCCB four pole 63 Amp confirming to IEC 60947-2 & IS – 13947-3 thermal magnetic release and adjustable over load setting 0.8 – 1.0 x In and adjustable short circuit setting 6 – 10 x In and rupturing capacity 25 KA at 415 V AC , 50 Hz complete - 04 Nos. (c) Two spare compartment. Notes:- (a) All armoured cables shall enter through bottom of the feeder pillar duly glanded and socketed and connected to MCCB/cable terminal. Cost of glanding socketing etc are deemed to be included in the unit rate of feeder pillar. (b) All the out going cable shall be terminated in bakellite cable connector and shall be duly glanded and socketed. (c) All the cables (power and control wiring ) should be terminated duly socketed with heavy duty tinned copper lugs, GI bolts/screws nuts, flat washers and spring washers as required. (d) White acrylic marker plate (for feeder / switch marking ) to be provided with black lettering by heat press machine as indicated in drawing and to be pasted over the panel door/near the cable connector with high quality adhesive. (e) The cost of platform/foundation with PCC shall deemed to be included in the quoted rates. (f) The consolidated rate for Srl No. 106.00 & 107.00 shall be quoted against Srl No. 106.00 of BOQ.
Supply, installing, testing and commissioning Single Leaf Electrically operated sliding gate suitable for a clear opening of 5.5 mtrs clear width and 2.25 mtr clear height , over all width of 07 mtr (min) as per following specifications suitable for movement on track of MS solid bright bar fixed on channel i/c complete civil works for installation of gates and all associated works etc .complete as required. Note:- (a) Outer main frame will be M.S. rectangular section of size 100x100x3.0 mm thickness. (b) Vertical and horizontal support pipe will be M.S. rectangular section of size 100x50x3.0 mm thickness. (c) Cross supports for wheel will be M.S. rectangular section with suitable size and thickness. (d) Top supports will be M.S. rectangular section of sutable size. (e) M.S. wheels of 125 mm dia /suitable size and design with double wall bearing,self lubricated bearings . (f) Shaft of wheels and bracket as per requirement . (g) Coupling arrangement as required at site. (h) Double railing of suitable size with hole fast and 25 mm dia solid bright bar. (i) Drive unit with suitable capacity 3 phase motor of minimum 1 HP with suitable gear assembly as per site requirement .Limit switches/sensors etc control panel for operation , control wire of suitable size between drive unit and control panel incuding additional three station push button for operation of opening and closing. (j) Gate shall be fabricated as per the specifications and painting with one coat of epoxy primer and two coats of polyurethane spray paint of approved colour and make etc. complete as specifird and directed. (k) M.S. Angle of size 50x50x55 SWG in M.S.U channel of size 100 mm x50 mm x 5 SEG i/c cutting of bituminous /concrete road ,fixing of track with concreteband making good the same as per site condition.
Supply, installing, testing and commissioning, Tyre killer width 5.50 metre flat type with spike height 475 mm -4 metre ,control unit -01 Nos Foundation plate -01 Nos ,sensors stand -01pair ,safety sensors for safety of humans & vehicles -01 pair ,push button for operation from guard room -01 Nos ,Manual key/Chain for Manual realease in case of Power Failure Complete all as specified and directed .
Supply, installing, testing and commissioning, Boom Barrier Control Unit -01Nos ,Barrier -01 Nos ,Boom 4 Meter -01 Nos ,Built in receiver -01Nos ,Fixed Boom Rest -01 Nos ,Safety Sensors For Safe opening & Closing of Barrier -01 Pair ,Push Button For Operation -01Nos Complete all as specified and as directed.
Sch of credit amount of Rs 48,031.60 to be deducted from the total amount quoted in BOQ.
M/s Gupta Construction
M/s B.Citymai Syiem
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