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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC 10 SHANTI VIHAR RUDRAPUR UDHAM SINGH NAGAR UTTARAKHAND 263153 | UDAM SINGH NAGAR | UTTARAKHAND | 263153 | ₹1.7 Cr Quoted ₹1.8 Cr | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹1.8 Cr+₹7.1 L (4.04%)Rejected-Finance 180 65 TAKYA AZAM BEG BAROOD KHANA GOLAGANJ LUCKNOW UTTAR PRADESH PIN 226018 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226018 | ₹1.8 Cr+₹7.1 L (4.04%) | L2 | Rejected-Finance Other than lowest bidder |
| 3 | L3₹2.0 Cr+₹24.6 L (14.0%)Rejected-Finance 67 KAILASH VIHAR TIWARIPUR BAGIA JAJMAU KANPUR 208010 | KANPUR | KANPUR NAGAR | UTTAR PRADESH | 208010 | ₹2.0 Cr+₹24.6 L (14.0%) | L3 | Rejected-Finance Other than lowest bidder |
Tender Value
₹1.9 Cr
EMD Value
₹2.7 L
Closing Date
22 Nov 2021, 6:00 pmClosed
HQ Chief Engineer (AF), Allahabad
HQ Chief Engineer (AF), Allahabad
PROVISION OF SECURITY WALL FOR LAND OUT SIDE THE PERIMETER IN THREE POCKETS AT 820 SU AT AF STN BAMRAULI
2021_MES_474832_1
958989/E8
Open Tender
Civil Works
Item Rate
365 days
Bamrauli
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
Yes
GE(AF) Bamrauli
₹2.7 L
Yes
17 Dec 2021
14 Sept 2021
26 Nov 2021
14 Sept 2021
22 Nov 2021
10 Nov 2021
21 Sept 2021 - 10 Oct 2021
Amount
Taking down concertina coil fixed on angle iron swan neck over existing security wall in any description complete all as specified and directed.
Taking down old barbed wire/razor wire fixed on angle iron swan neck posts in any description complete all as specified and directed.
Demolition of brick work built in cement mortar including all quoins arches, pillars etc complete all as specified and directed.
Dismantling mild steel work of any description not otherwise provided for complete all as specified and directed.
Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specified and directed.
Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the all kind of excavated soil complete all as specified and directed.
M&L for plain cement concrete 1:3:6 type C-2 (Using 40mm graded stone aggregate) for surfaces channels, bed of drains including forms/moulds etc complete all as specified and directed.
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped end etc complete all as specified and directed.
All as per Sl Item No.1.08 above but add or deduct for each 25 mm girth or part thereof over or under 30cm
M & L for Brick work with sub class `B` bricks using old size bricks straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 complete all specified and directed
M&L for providing plain cement concrete 1:2:4, type B-1 (Using 20 mm graded stone aggregate) as in coping and like including necessary formwork and weathering, slightly rounded or chamfered as required complete all as specified and directed.
M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar 1:4, finished even and smooth without using extra cement complete all as specified and directed.
M&L for plain cement concrete 1:2:4 type B1 (Using 20 mm graded stone aggregate) as in surface channels and drains complete all as specified and directed.
Returning, filling on including spreading levelling watering and well ramming in layers not exceeding 25 cm thick in loose/soft soil complete all as specified and directed.
Removing excavated soil to a distance exceeding 50mtr and upto a distance 250 Mtr depositing where directed at a level not exceeding 1.50 mtr above the starting point complete all as specified and directed.
M&L for plain cement concrete 1:4:8 type D-2 (Using 40 mm graded stone aggregate) as in foundations, filling and mass concrete etc, complete all as specified and directed.
M&L for reinforcement cement concrete grade M-25 Design Mix (Using 20 mm graded stone aggregate) as in foundation including rafts, footings, foundation beams, plinth beams, base for column etc and mass concrete complete all as specified and directed.
M&L for reinforcement cement concrete grade M-25 Design Mix ( Using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and directed.
M&L for reinforcement cement concrete grade M-25 Design Mix (Using 20 mm graded stone aggregate) as in wall, retaining walls, ballast and like, any thickness, above top of footings including attached pilasters and buttresses etc. complete all as specified and directed.
Use & waste of 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 etc for rough finished surfaces of concrete etc complete all as specified and directed.
Use & waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions etc for fair finished surfaces of concrete complete all as specified and directed.
Use & waste of formwork to faces of walls, retaining walls abutment and similar works including attached pilasters, buttresses etc vertical or to batter etc for fair finished surfaces of concrete complete all as specified and directed.
M & L for mild steel TMT bars 10mm 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 clip etc. complete all as specified and directed.(Quality confirming to TMT bars)
M&L for mild steel TMT bars 6mm to 8mm dia, 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 clip etc. complete all as specified and directed. (Quality confirming to TMT bars)
All as per Sl Item No.1.24 above but 5 mm dia and over upto and including 10 mm dia in stirrups spacers and binder complete all as specified and directed.
S&F 75 mm dia PVC (SWR) pipes single socketed, in any length fixed in RCC wall for weep holes complete all as specified and directed.
M&L for preparation of concrete / plastered surfaces of walls and applying two coats of weather proof exterior emulsion paint over one coat of weather proof primer complete all as specified and directed.
S&F mild steel work as in posts and struts in fencing including cutting tops to shape as required/directed, drilling holes, notching for wire, etc flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting , etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.
M&L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
S&F Hot dip galvanised razor wire fencing with 2.60mm dia center core wire having barbs of length 20mm (Minimum), width 14mm(Minimum) and thickness 0.50mm razor strip on swan neck angle iron and fixing with antirust clamps on angle iron post including all fittings like fastener clips, steel leg rings etc.as shown in drawing complete all as specified and directed. The barbs should have 180 degree straightness, razor edge cut with following specifications: - (i) Razor wire confirming to IS-513, IS-4454 [Part-I] and IS-12753 (ii) Zinc coating - 230 to 240 GSM heavy coating hot dip (iii) Tensile strength- 1620 N/Sqmm (Minimum) Note : Each line of wire will be measured as one unit.
Removing excavated soil to a distance exceeding 250mtr but not exceeding 500mtr and depositing where directed at a level not exceeding 1.50 mtr above the starting point complete all as specified and directed.
S&F MS frame work such as grills, gate, gratings, etc with end of bars shouldered and/or riveted, of forged into spikes, framed guard bars barred iron doors and side hung as gates, including pintle hinges, stops, handmade sliding bolts etc and conforming to Fe 290. Gde E-165 complete all as specified and directed.
Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including getting out complete all as specified and directed by Engineer-in-Charge
All as per Sl Item No.1.33 above but depth exceeding 1.5 m deep and not exceeding 3.00 m complete all as specified and directed
Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation etc. and getting out in soft/loose soil complete all as specified and directed.
S&F plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment FE-290 Gde E-165 complete all as specified and directed.
S&F mild steel screw bolts (machine made) with hexagonal of square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washer and one hexagonal or square nut. Length of bolt exceeding 15cm and not exceeding 22.5 cm and diameter of neck 16 to 20mm complete all as specified and directed.
S&F concertina coil 1050 mm dia (stretched position) hot dip galvanised including “U” and “C” clips, having 50 Nos of spirals in 8 mtr stretch length and composed of reinforced punched razor ribbon tape wire having continuous punched blade edge barbed on both sides of cold rolled low carbon steel fixing to the 'Y' of trapezoidal shaped angle iron brackets placed at 2 to 3 metre apart complete all as specified, shown in drawings and as directed. . The barbs should have 180 degree straightness, razor edge cut with following specifications: - (i) Concertina coil confirming to IS-513, IS-4454 {Part-I] and IS-12753 (ii) Clips - 18 SWG GI (iii) Wire dia - 2.60 mm (iv) Razor blade tape length - 20 mm (minimum) (v) Razor blade tape width - 14 mm (minimum) (vi) Razor blade thickness - 0.50 mm (vii) Clips per round of circle - 05 Nos (viii) Zinc coating - 230 to 240 GSM heavy coating hot dip (ix) Tensile strength- 1620 N/Sqmm (Minimum) Notes : [a] Horizontal razor wire and angle iron supports will be measured and paid separately under relevant items of Sch 'A'/BOQ [b] measurment will be made for stretched length
Removing excavated soil to a distance n.exc 50mtr and depositing where directed at a level not exceeding 1.50 mtr above the starting point complete all as specified and directed.
M&L for 20mm thick granite (of any type) work (table rubbed and polished) for wall lining (veneering to wall) 12mm thick in cement mortar 1:3 and pointing with white cement 1:2 using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed.
Taking down of existing letters (AIR FORCE POLICE HQ PRAYAGRAJ) in Hindi and English and re-fixing on new granite surfaces complete all as specified and directed.
S&F metallic emblem of "14 P&S unit IAF" of size 300 mm x 300mm x 25 mm thick and plate thickness 2 mm on the side of entrance gate complete all as specified and directed.
Excavation in trenches not exceeding 1.5 m in depth and not exceeding 1.5 m width for laying of cable lines etc and getting out in hard/ dense soil complete all as specified.
All as per Sl Item No. 1.43 above depth exceeding 1.5 m but not exceeding 3.0 m and getting out in hard/ dense soil complete all as specified.
Supply and laying river sand coarse dry as in cushioning of underground electric cables in trenches, laid to a uniform thickness of 23 cm (15 cm under the cable & 8 cm over the cable) and gently punned down to 18 cm thickness all complete as specified and directed. Note: Punned thickness shall only be measured and paid.
Supply and laying bricks (old size) for cable protection by using common burnt clay building bricks, sub-class ‘B’ designation 75 laid dry flat across length of the cable with width of the trenches equal to length of bricks complete as specified and directed..
Supply, laying and testing cable of size 16 Sq mm 4 core, XLPE Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor complete all as specified and directed.
M&L for boring of holes (manually) of 50mm bore under roads, hard standing without damaging/disturbing the surfaces of road/hard standing complete all specified and directed. Note : (i) Supply and laying GI pipe 50 mm bore light grade will be measured and paid separately (ii) Depth of hole shall be 1 Metre below the top surface of road / hard standing and 1 m length/depth of hole will only be measured and paid.
S&F LED street light fitting 45 watts with luminare made up of pressure die cast aluminium housing with toughened glass / PC cover and individual LED lenses complete and IP-65/66, making connection with suitable size of cable and suitable for mounted on GI pipe complete all specified and directed. Note : GI pipe will be measured and paid separately Make:- Crompton Cat Part No. LSTP-45-CDL- M (or) Wipro Cat Part No.LRO2-501-XXX-57-XX (or) Havells Cat Part No. ENDURAPEARL NEOSL 45W LED 757 PASYTOPL as approved by GE.
S&F LED street light fitting 25 watts with luminare made up of pressure die cast housing with toughened glass / PC cover and individual high power LEDs with secondary optics, IP65 protection making connection with suitable size of cable and suitable for mounted on GI pipe complete all specified and directed. Note : GI pipe will be measured and paid separately Make :Crompton Cat Part No. LSTS-25-CDL (or)Wipro Cat Part No. LRO2-291-XXX-57-XX C (or)Bajaj cat Part No. BCLST 25W LED I V2
S&F weather proof thermo plastic cable junction box, having protection class IP-66 and of overall size 155 mm x 210 mm x 92 mm (approx) having matric knockouts on the wall, duly fixed with the pole with aluminium strip 25 x 3 mm clamp, GI bolts, nuts, washers and 2 Nos polymide weather proof cable glands of cable sealing range 10 mm to 17 mm (complete with check nut) and including 1 No 30 Amps 4 way cable connector and 1 No MCB SP 6 amps complete all as specified & directed.
S&F GI bracket made out of 40 mm bore GI pipe medium grade, ISI marked 1.20m long bent to shape suitable for fixing of street light fitting including with 2 Nos MS clamps made with 40x3mm flat iron, bolts, nuts, washers etc including two coats of synthetic enamel paint over one coat of zinc chrome primer and fixing on electric pole complete all as specified and as directed by Engineer-in-Charge.
M&L for providing GI tubing 50 mm dia light grade with all necessary fittings laid in trenches under road/floor/hard standing etc for cable protection complete all as specified and directed.
M&L for GI tubing 40mm dia light grade with all necessary fittings for fixing on poles/walls etc for cable protection including 2 Nos clamps of size 40 x 3 mm with nuts bolts, washer and painted with two coats of synthetic enamel paint over one coat of zinc based primer complete all as specified and directed.
M&L for two single core wiring for street light fitting complete with 2 runs of 1.5 sqmm single core PVC insulated and unsheathed copper conductor cable 1100 Volts grade drawn through inside pole with out PVC conduit complete all as specified and directed.
Supplying and erecting steel tubular swaged poles complete with MS base plate, finial taper plug, bolts, nuts & screws as per IS-2713 Part -II 1980, type 410 SP-31(9.0 metres long) including painting with one coat of red oxide primer and two coats of aluminium paint on exposed surfaces & one coat of red oxide primer and two coats of bituminous paint for embedded portion complete all as specified and as directed by Engineer-in-Charge. Note :- Excavation, returning filling and removal, PCC foundation and coping will be measured and paid separately under respective items.
Dismantling of existing LT pole including breaking/demolition of foundation, removal/ transportation up to 50mtr distance and Re-fixing the same on new location complete all as directed by Engineer- in- charge. Note :- Excavation, returning filling in and removal, PCC foundation and coping will be measured and paid separately under respective items.
M & L for plain cement concrete 1:3:6 type C-2 (Using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete for pole etc,,complete all as specified and as directed.
S&F, astronomical + digital timer switch, 20A rating three pole 415V with contactor fitted inside steel encloser complete all as specified and as directed. Make: Havells Cat Part-DHTQB01016 (or) techno commercially equivalent model in L&T/ABB/ Siemens
Schedule of Credit (MINUS) Rs. 3,06,572.50 B/F from Serial Page No. 20(R) [Note : Details of items for schedule of credit is given on Srl Page No. 20(R )] This amount shall be automatically deducted to arrive at tendered sum
Ainisi Co.
Ashirwad Contractor and Supplier
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