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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.7 LAccepted-AOC | L1 | Accepted-AOC Accept | |
| 2 | L2₹29.3 L+₹1.6 L (5.59%)Rejected-AOC | L2 | Rejected-AOC Reject | |
| 3 | L3₹29.5 L+₹1.7 L (6.24%)Rejected-AOC | L3 | Rejected-AOC Reject | |
| 4 | L4₹29.7 L+₹2.0 L (7.22%)Rejected-Finance | L4 | Rejected-Finance Reject | |
| 5 | L5₹33.1 L+₹5.4 L (19.4%)Rejected-Finance | L5 | Rejected-Finance Reject |
Tender Value
₹30.4 L
EMD Value
₹53,200
Closing Date
1 Jun 2020, 5:00 pmClosed
EE BBNDA BADDI
EE BBNDA BADDI
Balance work of road from Mandhala dispensary to Rajput Basti alongwith chanellization of Nalla along the land of Acchar Singh,Gurnam, Madho ram and others, Vill Nichla Mandhala, G.P. Mandhala, C/o tiled road and underground drainage from main road
2020_BBNDA_37234_1
BBNDA-06(PROJECT)NIT/2463-73 DATED 14.05.2020
Open Tender
Civil Works
Item Wise
90 days
BADDI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
EE BBNDA BADDI
₹53,200
19 Jun 2020
18 May 2020
3 Jun 2020
18 May 2020
1 Jun 2020
18 May 2020
18 May 2020 - 31 May 2020
Amount
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Cutting in earth work and disposal of excavated earth upto a lead of 20 meters
Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil) complete as per HP.PWD specifications.
Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade complete as per HP.PWD specifications.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading iii ( 40mm to 25mm ) (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means.
Providing and laying plain / reinforced concrete in open foundations complete as per drawing and technical specification clause 802 ;803; 1202 and 1203 P.C.C. grade-M-10 (i) Nominal mix 1:3:6 including the cost of centering and shuttering in open foundation.
Providing and laying heavy duty precast cement conrete interlocking block pavements having thickness as per draings and Technical specification clause 1504 ( sub-base of concrete floor to be paid for separtely) . 80mm. thick I.S.I. interlocking blocks.
Providing and laying heavy duty precast cement conrete interlocking block pavements having thickness as per drawings and Technical specification clause 1504 ( sub-base of concrete floor to be paid for separtely) . 60 mm. thick I.S.I. Marka interlocking blocks.
Providing and laying cement concrete 1:4:8 (1 cement :4sand :8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centering and shuttering in foundation and plinth
Providing concrete for plain/rainforced concrete in open fondations complete as per drawings and technical specificationbs clause 802, 803, 1202 & 1203. III. P.C.C. grade M 20 including cost of form work ,centerring, shuttering etc. (i) Nominal mix (1:2:4)
Plain/reinforced cement concrete in substructure complete as per drawings and Technical specification Clauses 802,804,805,806,807,1202 & 1204. RCC Grade M25 ( 1:1.5:3 upto 5 mtrs height )
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1108. 500 mm dia
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1108. 300mm dia
Brick work using 2 nd class common burnt clay building bricks in superstructure in cement mortor 1:4 (1 cement : 4 sand) complete in all respect and as per the direction of Engineer-in-Charge.
15 mm cement plaster in single coat on fair side of brick/concrete/stone walls for interior plastering upto all heights including arises, Internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:4 ( 1 cement : 4 sand) including carriage of material in all leads and lifts.
Supplying and fixing SFRC manhole cover frame of 500 mm internal dia ( medium Duty ) the weight of Frame173 Kg and cover to be not less than 43 Kg complete in all respect. Total Weight including Frame +Cover =216 Kg
Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete up to floor two level :- TMT steel.
Providing weep holes in brick masonary/stone masonary, plain/ reinforced concrete abutment , wing wall, return wall, with 100mm dia PVC pipe extending through the full width of the structures with slope of 1(V) 20 (H) towards drawings face complete as per drawing and technical specifications clauses 614,709,1204.3.7
Back filling behind abutment , wing wall and return wall complete as per drawings and Technical specification Clause 1204.3 .8
K.S BUILDERS
SHIV CHADURY
RAJAN GOVT CONTRACTOR
karamveer govt. contractor
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