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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAccepted-AOC 3279 1 RANJIT NAGAR NEW DELHI 110 008 | NEW DELHI | NEW DELHI | DELHI | 110008 | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.2 L+₹10,432.23 (0.86%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹12.7 L+₹50,768.98 (4.18%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹14.3 L+₹2.2 L (18.0%)Rejected-AOC V P O JACHH TEHSIL NURPUR DISTT KANGRA H P | MANDI | HIMACHAL PRADESH | 175013 | L4 | Rejected-AOC L4 | |
| 5 | L5₹14.8 L+₹2.7 L (22.0%)Rejected-AOC 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | L5 | Rejected-AOC L5 |
Tender Value
₹12.7 L
EMD Value
₹26,000
Closing Date
24 Dec 2022, 10:00 amClosed
EE Design
Office of Estate Organization, UHF Nauni Solan
Construction of Shade net house and Automated mist chamber at RHR-TS Jachh, Distt. Kangra (H.P)
2022_YSPU_66763_1
UHF/Const.-1/Partf4/2022/2242 dtd 09.12.2022
Open Tender
Civil Works
Item Rate
180 days
Jachh, Distt Kangra
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
EE Design
₹26,000
19 Jun 2023
9 Dec 2022
24 Dec 2022
9 Dec 2022
24 Dec 2022
9 Dec 2022
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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 excavated soil and disposal of surplus excavated soil complete in all leads, lifts and carriage of material as directed by the Engineer-in-Charge. a). Ordinary rock.
Centering and shuttering including strutting, propping etc. and removal of form for etc. complete in all respect as per satisfaction of Engineer-in-charge. a)Foundations, footings, bases of columns, etc. for mass concrete
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level complete in all respect as per satisfaction of Engineer-in-Charge.
a). 1:2:4 (one cement: two sand: four graded Stone aggregate 20 mm(twenty milimetre) nominal size.
b.) 1:3:6 (one Cement: three sand: six graded stone aggregate 20 mm (twenly milimetre) nominal size.
c). 1:5:10 (one Cement : five sand : ten graded stone aggregate 40 mm (Forty milimetre) nominal size
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement work up to plinth level with 1:2:4 (one cement : two sand : four stone aggregate 20 mm (Twenty milimetre) nominal size) etc. complete in all respect as per satisfaction of Engineer-in-charge
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level etc. complete in all respect as per satisfaction of Engineer-in-Charge. a) Cold twisted bars.
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (one cement: four coarse sand) etc. complete in all respect as per satisfaction of Engineer-in-Charge.
Providing and fixing ISI marked oxidized/ Cromium plated M.S. sliding door bolts with nuts and skrews etc. complete in all respect as per satisfaction of Engineer-in-Charge a). 250x16 mm
Providing and fixing ISI marked oxidized// Cromium plated M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete in all respect as per satisfaction of Engineer-in-Charge
a). 200x10 mm (Two hundred into ten milimetre)
b). 150x10mm (One hundred fifty into ten milimetre)
Providing and fixing ISI marked oxidized// Cromium plated M.S. Handles conforming to IS: 4992 with necessary screws etc. complete in all respect as per satisfaction of Engineer-in-Charge.
a).125mm (one hundred twenty five milimetre)
b).100mm (one hundred milimetre)
Steel work in built up tubular (round, square or rectangular hollow GI tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete in all respect as per satisfaction of Engineer-in-charge a). Hot finished welded type tubes..
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete in all respect as per satisfaction of Engineer-in-charge a)0.63 mm thick with zinc coating not less than 275 gm/m²
15 mm (Fifteen milimetre) thick cement plaster on rough/ fair side of single or half brick wall finished with a floating coat of neat cement of cement mortar 1:4 mix (One cement; four sand) etc. complete in all respect as per satisfaction of Engineer-in-charge
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
Brick edging 7 cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (one cement : four sand) complete in all respect as per satisfaction of Engineer-in-Charge.
Welding by gas or electric plant including transportation of plant at site etc. complete in all respect as per satisfaction of Engineer-in-charge.
Providing and fixing 6 mm thick UV double layered poly carbonate sheet (Sabic Lexan/ PC Lite Lexan/ Ultralite make)) for walling over GI square pipe fixed to aluminium strip as required etc. complete in all respect as per satisfaction of Engineer-in-charge (GI pipe & profile / strip to be measured and paid for separately).
Providing and fixing aluminium strip/ angles/ tees in different size as required to fixed the sheet over existing square pipe with aluminium screw etc. complete in all respect as per satisfaction of Engineer-in-Charge.
Providing and fixing shade net 50% shading capacity (Netlon) for roofing / walling, over existing GI pipe profile with drilling screw etc. complete in all respect as per satisfaction of Engineer-in-Charge (GI profile will be paid for separately).
Providing, fixing and dismantling of 200 micron Uv stabilized clear, anti dust, anti drip, IR thermic and 90% transparency polythene film for roofing / walling, over existing GI pipe profile with drilling screw etc. complete in all respect as per satisfaction of Engineer-in-Charge (GI profile will be paid for separately).
Providing and fixing of Insect net 40 Mesh for walling over existing GI pipe fixed to GI profile with drilling screw etc in the opening of poly house complete in all respect as per satisfaction of Engineer-in-Charge.
Providing and fixing GI profile with zig zag wire over existing GI pipe to fix the UV stabilized sheet / shading net / insect net with drilling screw etc. complete in all respect as per satisfaction of Engineer-in-Charge.
Providing and fixing Nylone strip to hold the openable portion of the polyhouse i.e., roll up system of film to fix the 10mm dia Eyed bolt etc complete in all respect as per satisfaction of Engineer-in-charge (Eyed bolt to be paid separately).
Providing, installation and testing of 4” thick cellulose cooling pad having a size of 4200x1600mm alongwith water circulator system including GI water collecting Gutter / frame duly SS insect net 40 mesh to fix the pad in required aluminium strip, PVC water tank 500 Ltr, 1 HP pump with plastic screen filter and 2 Nos. 36” axial exhaust fan with SS blades alongwith 1 HP motor belt drive with GI body with louvers, fitting & accessories alongwith MCB, switches, DP isolator and conduit pipe in copper wiring as required etc complete in all respect as per satisfaction of Engineer-in-Charge.
Providing, installation, testing and commissioning of humidification i.e. 10 Nos. 4 way fogger as specification (working pressure : 4 bar, discharge: 7 LPH or less and average particle size : less than 50 micron), LLDPE pipe 16mm, 32mm main PVC pipe, 1 HP pump, 1000 Ltr capacity PVC tank, control head assembly, online disc type filtration alongwith anti leak device to maintain the pressure in the pipe line which prevents leakage during non operation with required fitting and accessories etc. complete in all respect as per satisfaction of Engineer-in-Charge.
QUANTEK AGRO SCIENCE
Edge India
ASHISH DOGRA
SANJEEV KUMAR
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