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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.7 LAccepted-Finance NOT AVAILABLE | NA | NA | 121004 | L1 | Accepted-Finance ELIGIBLE | |
| 2 | L2₹25.7 L+₹1.0 L (4.07%)Accepted-Finance | L2 | Accepted-Finance ELIGIBLE | |
| 3 | L2₹28.5 L+₹3.8 L (15.5%)Accepted-Finance | L2 | Accepted-Finance ELIGIBLE | |
| 4 | L3₹25.8 L+₹1.1 L (4.46%)Accepted-Finance | L3 | Accepted-Finance ELIGIBLE | |
| 5 | L4₹26.5 L+₹1.8 L (7.08%)Accepted-Finance | L4 | Accepted-Finance ELIGIBLE |
Tender Value
₹35.3 L
EMD Value
₹70,600
Closing Date
5 Jul 2023, 5:00 pmClosed
EXECUTIVE ENGINEER RDD MANDI
Old Zila Parishad Building jail road Mandi HP
LEFTOUT WORK OF DISTRICT PANCHAYAT RESOURCE CENTER BUILDING DPRC MANDI AT SADYANA DEVELOPMENT BLOCK SADAR DISTT MANDI HP SH CO RETAINING WALLS CULVERT HUME PIPE CATCH PIT WING WALLS AND EARTH FILLING ETC
2023_DRDPR_75498_2
1212-1216
Open Tender
Civil Works - Others
Item Rate
90 days
sadyana mandi
Please refer tender documents
7 documents required · 7 mandatory
₹1,500
EXECUTIVE ENGINEER RDD
₹70,600
15 Jul 2023
26 Jun 2023
6 Jul 2023
26 Jun 2023
5 Jul 2023
26 Jun 2023
Amount
Excavating, supplying and filling of local earth by mechanical transport also including ramming and watering of the earth in layers not exceeding 20 cm (twenty centimeter) in trenches, plinth, sides of foundation etc. including carriage of material as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.
Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, pick jumper work, jumper blasting work, soft and hard blasting ,saturated soil, including chiseling or any other mixed variety of soil in all leads dewatering and or removal of slush and other incidentals, including stacking the excavated soil clear from the edge of excavation and than returning the stacked soil in all thickness of layers when required into plinths side of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth including carriage of material as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.
Dismantling steel cylinder / R.C. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & any lead at site including carriage & disposal of material as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.
Providing and laying cement concrete 1:5:10 (One cement : five coarse sand) : Ten graded stone aggregate 40 mm(forty milimeter) nominal size) 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 any level with curing, excluding the cost of centering, shuttering and finishing including carriage of material as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.
Centering and shuttering including strutting, propping etc. and removal of form for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. with all accessories including carriage of material as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.
Providing weep holes in brick masonry/ stone masonry/ plain reinforced concrete abutments wing wall, return wall with 110mm (one hundered & ten milimeter) PVC pipe extending through the full width of the structure with slope of I (one) (V) : 20 (twenty) (H) towards drawing face complete as per drawing and technical specifications clause 614, 709, 1203.3.7 including carriage of material as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.
Supplying, filling, spreading & leveling stone boulders /stone soling hand packed of size range 50mm to 200mm,(Fifty milimeter to two hundred milimeter) under floor/path as soling etc, in the required thickness, including carriage of material as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.
Providing and laying cement concrete 1:2:4 (one Cement : two coarse sand : four graded stone aggregate 20 mm (twenty milimeter) nominal size in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level including curing complete and carriage of material as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.
Back filling behind abutment, wing wall and retrun wall/retaining wall in all heights and depths complete as per drawing & technical specification.10.1.14 of IRC:78 & 2200 including carriage of material as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm (Forty mimiliter) nominal size)including curing complete. excluding the cost of centering and shuttering - All work up to plinth level including carriage of material as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.
Providing and laying 900 mm (Nine Hundred milimetre) dia. R.C.C. pipe NP2 R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 One cement : 2 Two fine sand) including testing of joints etc. complete : including carriage of material as required complete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.
Gaurav
RAVIKANT
VIJAY RANA
MAHESH KUMAR
Padam Thakur Govt Contractor
RAMA DEVI
suresh kumar
DESH RAJ
yogesh
Ankit kumar
LABH SINGH CONTRACTOR
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