Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 CrAccepted-AOC | ₹5.7 Cr | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹5.8 CrRejected-Finance | ₹5.8 Cr | L2 | Rejected-Finance Being other than L 1 Bidder |
| 3 | L3₹6.0 CrRejected-Finance A1 49 35 1 GOWTHAM RESIDENCY NGO S COLONY AKKAYYAPALEM VISAKHAPATNAM 530 016 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530016 | ₹6.0 Cr | L3 | Rejected-Finance Being other than L 1 Bidder |
| 4 | L4₹7.5 CrRejected-Finance | ₹7.5 Cr | L4 | Rejected-Finance Being other than L 1 Bidder |
| 5 | L5₹8.5 CrRejected-Finance 41 MORAR ENCLAVE GOLA KA MANDIR MORAR GWALIOR MP PIN 474005 | GWALIOR | GWALIOR | MADHYA PRADESH | 474005 | ₹8.5 Cr | L5 | Rejected-Finance Being other than L 1 Bidder |
| Sl No | Description | Qty | Unit | MOUNIKA ENTERPRISES L3 | Raja enterprises L4 | M/s Kohli Builders L6 | Ravi Associates L5 | M/s Gurukripa Contractor L1 | M/S PRASHANT DUBEY CONTRACTOR L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Sch 'A' Part-I (Building Work) Note - This Schedule is not pre-priced by MES and the pre - priced rate indicated as "Rs 0.00 under col.5 siginifies this fact only. | |||||||||
| 1.01 | Design, fabrication, supply and erecting, Pre-engineered building steel structure for provision of Cook House And Dining Hall for MTC and STC Coy of size and shape mentioned in architectural drawing with 170mm thick sandwich EPS wall panel, pre-painted 0.50 mm corrugated galvalume aluminium zinc coating (AZ-150 GSM) aluminium zinc alloy coated colour having tensile strength of 550Mpa as in roofing fixed with self tapping screws including S&F pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.60 mm thick (AZ not less than 150) of colour having tensile strength of 550Mpa as in ridge/valley gutter roof covering/cladding to wall fixed with self tapping screws, (factory made valley gutter, shape and size directed by Engineer-in Charge including supply of bolts, gutter bolts, screws, washer, pipe nails distance pieces, plug, holder bats for pipe and all jointing materials, down take pipe, downspout pipe and metal clamp of appropriate size and shape and Pre-engineered building steel structure as per mentioned in architectural drawing all as specified with following design parameters all as specified and vetted design and drawing by any IIT/NIT and approved by Chief Engineer Lucknow Zone with permanent specification complete all as specified and as shown on drawing:-
(i) Frame type Pre-Engineered Building
(ii) External size of cook house and dinning hall as per architectural drawing
(iii) Anti-corrosion treatment and painting as per IS -1477 Part 1 & 2 .
(iv) PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate including form work in base of footing.
(v) RCC work M-30 in footing, plinth beam as per approved mix design and as per IS:9103
(vi) All necessary civil works for setting for super structure layout, excavation, back filling, removal of surplus soil, RCC foundation/footing, plinth beam, RCC sitting step with granite finish including bull nosing finish & Stainless steel railing complete. | 1 | Each | 3,03,55,522.38 ₹3.0 Cr | 3,96,53,363 ₹4.0 Cr | 4,30,00,000 ₹4.3 Cr | 4,18,00,000 ₹4.2 Cr | 2,83,50,000 ₹2.8 Cr | 4,00,00,000 ₹4 Cr |
| 1.02Note :- (i) Design parameters of PEB structure is attached as appendix ‘A-1’ (ii) Following items mentioned under srl no 1.02 to 1.15 here-in after shall also be included in lump sum rate quoted against Srl item No 1.01 of BOQ. (iii) Earth filling below FFL deemed to be included in quoted rates. (iv) 18mm thick PVC board shall be used in kitchen cupboard in lieu of 18mm thick prelaminated particle board. (v) The lump sum rate quoted by bidder shall include all M&L as per Arch Drg whatever missing in Boq Srl item No 1.01 to 1.13 and 2.01 to 2.13 | |||||||||
| 1.03Site clearance/site developments | |||||||||
| 1.04Anti termite treatment | |||||||||
| 1.05All primary structural components should be confirmed to IS: 2062 E-350 BR, Having a minimum tensile strength of 490 MPs and pass physical & Chemical tests stipulates therein | |||||||||
| 1.06Purlins and side girt members shall be made from cold Formed Sections, Confirming to IS : 811, having a minimum tensile strength of 345 MPs. The sheets used for cold forming sections shall confirm to IS : 1079, 2009 quality HR3 | |||||||||
| 1.07Permanently colour coated high tensile steel sheet having minimum base metal thickness of 0.45mm (i.e excluding Aluminium -Zinc/galvanizing & colour coating thickness) & minimum Yield strength of 550 Mpa, coated with 55% Al-Zn alloy @ 150 g/Sqm as per ASTM A792M; Color coated with total minimum thickness of 40 microns (nominal) comprising of Silicon, Modified polyester (SMP with silicon content of 30% minimum) paint or super Polyester paint of minimum 20 microns (nominal) Dry Film Thickness (DFT) on exposed side over 5 microns (nominal) primer coat and 10 microns (nominal) approved colour Epoxy paint on other side over 5 microns (nominal) primer coat as per ASTM A755M | |||||||||
| 1.0875 mm thick PCC 1:3:6 type C-1 using 20 mm graded crushed stone aggregate as in plinth protection & Saucer drain. Plinth protection surface finished even and smooth without using extra cement of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3) | |||||||||
| 1.09Stainless steel railing with SS hand rail pipes grade 304 as per architectural drawing shall be provided. | |||||||||
Updated dates
Tender Value
₹6.5 Cr
EMD Value
₹6.5 L
Closing Date
28 Mar 2026, 6:00 pmClosed
CHIEF ENGINEER LUCKNOW ZONE
HQ Chief Engineer Lucknow Zone 17 Cariappa Marg PO Dilkusha Lucknow 226002 UP
PROVISION OF COOK HOUSE AND DINING HALL AT AYODHYA UNDER AGE (I) AYODHYA
2025_MES_744930_1
CELZ/AYOA/T-15 of 2025-26
Open Tender
Civil Works
365 days
Ayodhya
As per NIT
9 documents required · 9 mandatory
₹3,000
AGE (I) Ayodhya
₹6.5 L
Yes
19 Jun 2026
17 Dec 2025
4 Apr 2026
17 Dec 2025
28 Mar 2026
6 Mar 2026
Total amount of Sch 'A' Part VII (External Electrification)
Sch 'A' Part-II to Part-VII Note : These schedules are pre-priced by MES and the pre-priced rate indicated are under Col. 5.
Sch 'A' Part-I (Building Work) Note - This Schedule is not pre-priced by MES and the pre - priced rate indicated as "Rs 0.00 under col.5 siginifies this fact only.
Site clearance/site developments
Permanently colour coated high tensile steel sheet having minimum base metal thickness of 0.45mm (i.e excluding Aluminium -Zinc/galvanizing & colour coating thickness) & minimum Yield strength of 550 Mpa, coated with 55% Al-Zn alloy @ 150 g/Sqm as per ASTM A792M; Color coated with total minimum thickness of 40 microns (nominal) comprising of Silicon, Modified polyester (SMP with silicon content of 30% minimum) paint or super Polyester paint of minimum 20 microns (nominal) Dry Film Thickness (DFT) on exposed side over 5 microns (nominal) primer coat and 10 microns (nominal) approved colour Epoxy paint on other side over 5 microns (nominal) primer coat as per ASTM A755M
Anti termite treatment
Applying two coats of synthetic enamel paint over a coat of zinc chrome red oxide primer on other than structural steel surface
Purlins and side girt members shall be made from cold Formed Sections, Confirming to IS : 811, having a minimum tensile strength of 345 MPs. The sheets used for cold forming sections shall confirm to IS : 1079, 2009 quality HR3
Kota stone flooring shall be 18 to 20 mm thick machine cut and polished at site after fixing (Mirror polish/granite polish). Size of Kota stone slabs used in floors shall be not less than 500 mm x 500mm. Kota stone slab shall be laid over 20mm thick screed in CM (1:6) over 100 mm thick PCC (1:4:8) type D-2 using 40mm graded crushed stone aggregate over rammed earth. Jointing shall be with grey cement mixed with pigment to match the shade of Kota stone slab. The floor shall achieve mirror finish surface.
75 mm thick PCC 1:3:6 type C-1 using 20 mm graded crushed stone aggregate as in plinth protection & Saucer drain. Plinth protection surface finished even and smooth without using extra cement of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3)
Stainless steel railing with SS hand rail pipes grade 304 as per architectural drawing shall be provided.
10 to12 mm thick ready mix plaster on internal surface and external surface of wall.
Preparation of newly plaster surface of wall and applying two coats of Weather Coat over a coat of primer on internal and external surface of wall.
Ramp provided same as per flooring specification
PAINTING SCHEME FOR STRUCTURAL STEEL WORK: (a) Shop paint :- One coat of inorganic zinc silicate primer-75 microns (b) Shop paint :- One coat of polyurethane paint -30 microns (c) Site paint :- One coat of polyurethane paint- 30 microns (after erection & fixing work)
Sch 'A' Part - VIII (Miscellaneous Items for B/R & E/M Works) Note - This Schedule is not pre-priced by MES and the pre - priced rate indicated as "Rs 0.00 under col.5 siginifies this fact only.
Total amount of Sch 'A' Part II (Site clearance, excavation and earth work)
Dismantiling timber scantlings 40 sq. cm and over in section, in any position (unframed work), complete all as specified and directed.
Total amount of Sch 'A' Part III ( Road Path and culvert )
Total amount of Sch 'A' Part IV (Area Drainage)
Total amount of Sch 'A' Part V (Sewage Disposal)
Total amount of Sch 'A' Part VI (External Water Supply)
All primary structural components should be confirmed to IS: 2062 E-350 BR, Having a minimum tensile strength of 490 MPs and pass physical & Chemical tests stipulates therein
M&L for 4.8 mm thick frosted sheet glass ordinary quality and glazing with beading n exc 0.5 sqm in each pane, complete all as specified and as directed.
M&L for 4.8 mm thick sheet glass ordinary quality and glazing with beading n exc 0.5 sqm in each pane, complete all as specified and as directed.
SEWAGE DISPOSAL Septic tanks for 10 users, including excavation in ordinary soil, returning filling, removal, foundation in PCC 1:2:4, brick work in CM 1:4, RCC Slab covers including RCC precast manhole cover having 6mm plate embedded all around/fibre reinforced cover with angle iron frame Vent shaft and sludge chambers etc., complete all as specified and directed.
RCC NP3 150 mm diameter Pipes laid on 150 mm thick PCC 1:4:8 bed with upto 0.70m to 1.65 m depth with and including excavation in any type of soil, returning filling, removal including manholes/drop manhole of standard size made of Brick masonry/ RCC/Precast RCC with SFRC ventilating cover and frame. Includes all items and activities to execute and make sewer line functional, complete all as specified and directed.
RCC NP3 150 mm diameter Pipes laid on 150 mm thick PCC 1:4:8 bed with upto 1.65m to 2.30m depth with and including excavation in any type of soil, returning filling, removal including manholes/drop manhole of standard size made of Brick masonry/ RCC/Precast RCC with SFRC ventilating cover and frame. Includes all items and activities to execute and make sewer line functional.
Soakage wells with and including excavation in any type of soil, returning filling, removal , Foundation in PCC 1:3:6, wells of Honey combed and solid in M-25 Concrete, including intercepting chamber, screen chamber Brick work in CM 1:4, RCC cover slab in M-25 Filling with brick bats, complete of size 2.4M x 3.00M deep
EXTERNAL WATER SUPPLY Cutting existing steel tubing/ductile iron pipe in position for alteration or addition including screwing of 100 mm dia pipe as in main line including fixing of new Tee of suitable size, complete all as specified and directed.
EXTERNAL ELECTRIC SUPPLY Supply, installation, testing and commisioning of copper wound step down Transformer, outdoor type floor mounted complete with standard fittings, HT, 11 KV, 3 phase, LT, 433 volts at no load, 3 phase, 4 wire, 50 Hz AC of capacity 250 KVA Level 2 with oil immeresed naturally cooled, delta connected on HV side and star connected on LV side in accrodance with vector symbol DY-II with neutral brought out on secondary side and having taping in step of ± 2.5 %/ ± 5%, and ± 7.5% to be changed by means of hand operated off load tap changing gear arrangement including first fill of transformer oil as per IS-355, oil temperature guage 96mm dia type, dehydrating breather with first fill of dehydrating agent, oil conservator, explosion vent, ring and terminal marking plate, oil level guage, oil drain and filter valve, lifting lugs, extra bushing with internal connection with neutral on LT side, out side cable box for providing independent earthing and two earthing terminal for transformer body earthing and including all fittings/ accessories as specified in SSR Part-I and IS:2026 including RCC/PCC foundation as per manufacturer's recommendeation, complete all as specified and directed.
M & L for preparation of foundation/ Plinth for transformer 250 KVA as per OEM standard of size 2M X 2M X 1M height including necessary brick work, filling and mass concreate 1:2:4, type B-2 (using 40mm graded crushed stone aggregate) on top surface 60 mm thick, complete all as specified and directed.
Supply, laying & testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty)with stranded aluminium conductor, 11000 volts grade, of size 3 core 95 sq mm, complete all as specified and directed.
M & L for Cast Iron cable route indicator / Marker with necessary HT cable marking including fixing in PCC 1:2;4 type B-1, using 20mm graded crushed stone aggregate of PCC block size 150mm X 150mm X 150mm complete all as specified and directed.
S&F aviation obstruction LED light luminaire with clear thick glass and accessories, complete all as specified. complete all as specified and directed.
S & F Automatic street light switch using Nature Switch for automatic switching of street lights based on lux level of natural light. The sensor (Nature Switch) alongwith and including supply and fix of suitable power contactor of 1 No 40 Amps (four pole ) three Nos MCB 63 Amps (single pole) and support terminals enclosed in pole /wall mountable enclosure of suitable size made out of rust proof electric shock proof termite proof and FR grade special moulding compound sintex make SMC junction box of suitable size confirming to IP54 circuit wiring suitable enough to take load of 12 KW load equally distributed over three phase load, all as per Kadatiya Energy System Ltd Hydrabad Model SWADEEP 02EC-12KW3P or techno commercially equivalent models in Havells/ L & T, complete all as specified and directed.
HOT AND SUMMER APPLIANCES Supply, installation, commissioning of Water cooler fully stainless steel, electric driven single phase having approx storage capacity of 150 liters and nominal cooling capacity of 150 Liters per hour complete all as specified and directed. Make Voltas/Bluestar/Whirlpool
Supply and install hi wall split units indoor/outdoor complete with cordless remote control unit and with in built air ioniser and Plasma filter for better indoor air quality with minimum EER 3.2.of capacity 2 TR, complete all as specified and directed. Make: Hitachi/Carrier/Daikin
Supply and fix Voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 V to 250 V with output voltage stabilized at 230 V with accuracy of ± 2.5% and of capacity 4 kVA complete all as specified.Make: V-Guard/Turvo/Microtek
Supply and fix refrigerator, electric driven (single phase), ISO CERTIFIED, Direct Cool, Economical and Double Door Refrigerator, Capa
city 310 Litres Star Rating: 5 Star : Energy Efficiency, Frost Free Digital Invertor Compressor: less noise and a long-lasting performance Power Consumption – 274 W, Power Requirement – AC 220 – 240 V, 50 Hz BEE 5 star rated Make: Whirlpool / LG /Samsung
Supply, installation, commissioning of Glass Top Deep Freezer single phase 240 volt, 50 Hz 200 litre capacity having single door and battery back-up at least for 12 hours for display of temperature and must use CFC-Free, HCFC- Free, Non- flammable refrigerants. complete all as specified.Make: Voltas, Bluestar, Haier
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 complete all as specified. Make: Racold / V-Guard / Bajaj
DEMOLITION Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.
Demolition of Reinforced cement concrete roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work, complete all as specified and directed.
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.69 MB
BOQ_834103.xls
BOQ • 2.12 MB
Tender15.pdf
Tender Documents • 7.23 MB
Drawings.rar
Additional Documents • 11.57 MB
Download all tender documents and submit your bid