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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹7.5 L+₹1.3 L (21.9%)Rejected-Finance | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹8.6 L+₹2.4 L (38.9%)Rejected-Finance GOVT CONTRACTOR | L3 | Rejected-Finance Being L3 |
Tender Value
₹7.7 L
EMD Value
₹16,000
Closing Date
17 Aug 2022, 10:30 amClosed
Commissioner
Commissioner MC Palampur
C/O CC Road from Pipal Thala to Baramchari temple at Rodi in W.No. 08. Palampur
2022_UDDHP_62938_1
1MC-Palam(1)2022-29
Open Tender
Civil Works
Item Rate
90 days
Palampur
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
Yes
Commissioner
₹16,000
2 Jan 2023
25 Jul 2022
17 Aug 2022
25 Jul 2022
17 Aug 2022
25 Jul 2022
Amount
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish,all lead and lift All kinds of soil in all leads & lifts, carriage of material by manual, mechanical transport, and mules & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.
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 all lead . All kinds of soil. in all leads & lifts, carriage of material by manual, mechanical transport, and mules & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) in all leads & lifts, carriage of material by manual, mechanical transport, and mules & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.
Stone soling property hand-packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc.100 mm spread thickness (finished work including materials and labour).in all leads & lifts, carriage of material by manual, mechanical transport, and mules & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.
Centering and shuttering including strutting, propping etc. and removal of form for :Edges of slabs and breaks in floors and walls Under 20 cm wide.in all leads & lifts, carriage of material by manual, mechanical transport, and mules & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:5:10 (1 cement : 5 coarse sand) : 10 graded stone aggregate 40 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. in all leads & lifts, carriage of material by manual, mechanical transport, and mules & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.
Providing weaphole in brick masonary / stone masonary / plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7.in all leads & lifts, carriage of material by manual, mechanical transport, and mules & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material. in all leads & lifts, carriage of material by manual, mechanical transport, and mules & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.
M/s OM PARKASH
SANJAY KUMAR JASWAL GOVT.CONTRACTOR
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