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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹64.1 LAccepted-Finance | ₹64.1 L | 1 | Accepted-Finance BoQ found in order |
| 2 | 2₹67.9 L+₹3.8 L (5.99%)Accepted-Finance | ₹67.9 L+₹3.8 L (5.99%) | 2 | Accepted-Finance BoQ found in order |
| 3 | 3₹68.9 L+₹4.8 L (7.51%)Accepted-Finance 2ND FLOOR MIR MALL SMC ROAD OPPOSITE DISTRICT POLICE LINES KARAN NAGAR SRINAGAR JAMMU AND KASHMIR SRINAGAR JAMMU KASHMIR 190010 | SRINAGAR | JAMMU AND KASHMIR | 190010 | ₹68.9 L+₹4.8 L (7.51%) | 3 | Accepted-Finance BoQ found in order |
| 4 | 4₹82.0 L+₹17.9 L (28.0%)Accepted-Finance | ₹82.0 L+₹17.9 L (28.0%) | 4 | Accepted-Finance BoQ found in order |
| 5 | 5₹87.1 L+₹23.0 L (35.9%)Accepted-Finance | ₹87.1 L+₹23.0 L (35.9%) | 5 | Accepted-Finance BoQ found in order |
Tender Value
₹96.5 L
EMD Value
₹1.9 L
Closing Date
18 Nov 2024, 6:00 pmClosed
Vice Chancellor
Green Campus Ganderbal
Construction of sub-grade for Science Block at CUK Campus Tulmulla Ganderbal
2024_CUoK_833638_1
NIT-06-2024-Sub-Grade-Road
Open Tender
Civil Works
Item Rate
60 days
CUK Campus Tulmulla
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
Central University of Kashmir
₹1.9 L
Yes
CUK Campus Tulmulla
14 Jan 2025
5 Nov 2024
20 Nov 2024
5 Nov 2024
18 Nov 2024
5 Nov 2024
5 Nov 2024 - 14 Nov 2024
13 Nov 2024
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
Supplying/Laying of River Bed Material(RBM) in layers including carrriage of material by mechanical transport upto site of work and cost of labour/machine invoved for spreading/compacting with power road roller of 8 tons. All complete as per directions of the Engineer In-Charge
Providing and laying of geo-textile with following specifications a) tensile strength 300KN/M (MD)-50KN/M (CD), Creep strength 211.3 KN/M (MD), Weight 750gsm, 090-120 micronin plane permeability of geo net (drainage core) .55 I/(m.s) att 100KPa (or .451/(m.s) at 200kPa.
Providing and laying of geo-cell with polymer density 0.9g/cm3 , sheet thickness 0.65mm or more and perforation with 10mm dia holes.
Supplying and stacking at site: 90 mm to 45 mm size stone aggregate
Construction of granular sub base by providing close graded material confirming to specifications mixing in a mechanical mix plant at OMC carriage of mixed material by tipper to work site for all leads and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power road roller to achieve the deired density complete as per the specifications and directions of engineer in charge. With material confirming to grade 1 size range 75mm to 0.075mm
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 1200 mm dia RCC pipes. (Laying by manual/ mechanical means)
Rohul Nisar Shah (BID ID -3121187)
khanday solutions Private Limited (BID ID -3122212)
Hafiz Construction Company (BID ID -3121722)
ABDUL RASHID DAGA (BID ID -3122474)
M. Afzal Najar (BID ID -3121484)
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