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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹5.8 L+₹4,884 (0.85%)Rejected-Finance 02 JAMEEWAR COMPLEX RING ROAD HANUMAN NAGAR GONDIA MAHARASHTRA 441614 | GONDIA | MAHARASHTRA | 441614 | L2 | Rejected-Finance Being Not Lowest | |
| 3 | L3₹6.5 L+₹75,078.50 (13.1%)Rejected-Finance | L3 | Rejected-Finance Being Not Lowest | |
| 4 | L4₹6.7 L+₹96,323.50 (16.9%)Rejected-Finance | L4 | Rejected-Finance Being Not Lowest | |
| 5 | L5₹7.0 L+₹1.3 L (22.1%)Rejected-Finance 1001 63 SHALIMAR GARDEN ISMAILGANJ NEAR INDIRA NAGAR SECTOR 08 CROSSING LUCKNOW 226016 | LUCKNOW | UTTAR PRADESH | 226016 | L5 | Rejected-Finance Being Not Lowest |
Tender Value
₹9.6 L
EMD Value
₹19,200
Closing Date
26 Jan 2021, 6:00 pmClosed
Shri Prabhat Kumar Singh, AGE (I)
AGE (I) Manauri Allahabad-212212
REPAIR/MAINT OF AREA DRAINAGE / CULVERT IN OLD PROJECT AREA AT 24ED AF STATION MANAURI
2020_MES_408261_1
8843/E8
Open Tender
Civil Works
Item Rate
182 days
Manauri, Allahabad
Class E, Cat a (i)
8 documents required · 8 mandatory
₹500
AGE (I) AF manauri
₹19,200
Yes
17 Mar 2021
30 Dec 2020
28 Jan 2021
30 Dec 2020
26 Jan 2021
14 Jan 2021
Amount
Demolition of reinforced cement concrete in any position and any description not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge.
M&L for pre-cast Reinforced Cement Concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in cover slab for manhole /drains or similar works set in CM 1:6 complete as specified & directed by Engineer-in-Charge. Note:- Steel reinforcement shall be measured & paid separately.
M&L 10 mm dia & over mild steel TMT bar cut to length, bend to shape required, including cranking, bending spirally for hooping for columns, hooking and binding with and including mild steel wire [annealed] not less than 0.9mm dia complete all as specified & directed.
Demolition of Cement Concrete [Un-reinforced] in ground floors & paving not exceeding 15 cm thickness [below or above ground level] complete all as specified & directed.
M & L PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in surface channel or PCC drain or similar works etc complete all as specified & directed by Engineer-in-Charge.
M & L Cement concrete 1:2:4 type B-0 using 12.5mm graded stone aggregate as in coping, bed plates, kerbs including weathering, slightly rounded or chamfered angles and throating, form work complete all as specified & directed by Engineer-in-Charge.
M&L for extra for forming fair finished drain or channel any girth in cement concrete, using extra cement, including forms, moulds, mi-tred/stopped ends complete all as specified & directed by Engineer-in-Charge.
Dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc. laid, bedded and pointed in any mortar.
M&L for PCC1:3:6 type C-2 using 40mm graded stone aggregate , as in foundation,filling & mass concrete as in sub base to floor etc complete all as specified and directed by Engr-in-charge.
M&L providing chequered cement concrete coloured tiles glossy finish 25cm x 25cm x 22 mm thick set, jointed and pointed in neat cement slurry with grey cement and pigment laid over and including screed bed or bedding layer 20 mm thick in cm 1:4 as in floors complete all as specified and directed.
Taking down cement plaster on brick or stone surface of wall built in cement sand mortar including racking out joints, hacking for key, scrubbing down with water etc complete as specified & directed by Engineer-in-Charge.
M & L for rendering 15 mm thick on fair face of brick walls or concrete surface in CM 1:4 finished even and smooth without using extra cement complete as specified & directed by Engineer-in-Charge.
M & L for racking out joints/ pointing to masonry or brick work built in Cement or cement lime mortar and providing keyed pointing to brick wall in CM 1:4 complete. Note:- The rates include for raking or cutting out joints and decayed mortar etc, not less than 12mm deep, washing the joints, removing rubbish off the premises, and keeping the surface to be pointed wet for 2 days prior to re-pointing.
M & L preparation of new plastered surfaces on walls and applying two coats of cement base paints over a coat of primer complete all as specified and directed by Engineer-in-Charge.
Demolition of brick work built in cement mortar including all quoins, arches, pillars etc complete all as specified & directed.
M & L for brick work with subclass “B” Old size bricks, designation 75, straight or curved on plan exceeding 6 m mean radius built in cement sand mortar in 1:6 complete all as specified & directed.
M & L for brick work with subclass “B” [Except bricks] Old size bricks, straight or curved on plan exceeding 6 m mean radius built in cement sand mortar in 1:6 complete all as specified & directed. Note: Old Bricks shall be used obtained from serial Item No. 08 above.
M&L saw dust and sand for filling, spreading levelling in layers n. Exc. 300 mm thick and well remming including watering as required complete all as specified.
S&F in repair 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 strainingbolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)etc complete all as specified and as directed.
S&F in repair mild steel angle iron 40x40x6mm thick as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc, flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc, and similar work conforming Fe-290 Gde E-165 complete as specified & directed by Engineer-in-Charge.
M & L applying two coats of synthetic enamel paint on new steel surfaces of any description over 10 cm width or girth over a coat of red oxide primer including preparation of surfaces complete all as specified and directed.
Note :- Credit shown in credit schedule of tender document shall be considered by the tenderer while quoting the rates of various items. The same shall be recovered from various payment to contractor before handing over old material. The contract amount shall be arrived at after deduction of Schedule of Credit from the total quoted amount in BOQ.
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