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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 LAccepted-AOC | ₹19.2 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹21.4 L+₹2.2 L (11.5%)Rejected-Finance R O KOON P O JUNGA DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹21.4 L+₹2.2 L (11.5%) | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹21.8 L+₹2.6 L (13.6%)Rejected-Finance DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | ₹21.8 L+₹2.6 L (13.6%) | L3 | Rejected-Finance 3rd Lowest |
| 4 | L4₹24.3 L+₹5.1 L (26.5%)Rejected-Finance | ₹24.3 L+₹5.1 L (26.5%) | L4 | Rejected-Finance 4th Lowest |
| 5 | L5₹2.3 Cr+₹2.1 Cr (1077.4%)Rejected-Finance | ₹2.3 Cr+₹2.1 Cr (1077.4%) | L5 | Rejected-Finance 5th Lowest |
Tender Value
Refer Docs
EMD Value
₹60,000
Closing Date
15 Jun 2021, 4:00 pmClosed
Executive Engineer Division No-IHPPWD Shimla-3
Executive Engineer Division No-IHPPWD Shimla-3
C/O Dhamechi to Bhad road Km.0/00 to 2/00(SH C/O Culvert formation defencies, Retaining Walls and Breast Walls at various RDs
2021_PWD_48150_4
SD-ICTR-Tender-2021-3012 dt 24-05-2021
Open Tender
Civil Works
Item Rate
60 days
Simla
As Per SBD
14 documents required · 14 mandatory
₹1,500
₹60,000
20 Jul 2021
7 Jun 2021
16 Jun 2021
7 Jun 2021
15 Jun 2021
7 Jun 2021
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 up to all leads and lift as directed by Engineer-in-charge (i) All kinds of Soil
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 up to all leads and lift upto 1.5 m, as directed by Engineer-incharge(I) Hard Rock (Requiring Blasting)
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 as directed, within a lead of 50 m. including Carriage of materials with in all leads and lifts and as per direction by the Engineer-In-Charge(i) All kinds of Soil
Centering and shuttering including strutting, propping etc. and removal of form work including Carriage of materials with in all leads and lifts and as per direction by the Engineer-In-Charge(i) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - including Carriage of materials with in all leads and lifts and as per direction by the Engineer-In-Charge.All work up to plinth level :1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:4:8 (1 cement : 4 coarse sand): 8 graded stone aggregate 20 mm nominal size) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Providing and fixing PVC 100mm (one hundred milimetre) dia pipe for weep holes with cement mortar complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge ,including testing of joints etc. complete :(I) 900 mm dia. R.C.C. Pipe
20Cm Flagged stone flooring laid in Cement mortar 1:5 ( 1Cement:5 Sand) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge
parveen thakur
Sanjay Kumar
FAKIR CHAND
Man mohan thakur
Manish Mohan Sharma
Sanjeev Kumar
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