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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-AOC | ₹3.2 Cr | L1 | Accepted-AOC Decesion |
| 2 | L2₹3.2 CrRejected-Finance | ₹3.2 Cr | L2 | Rejected-Finance Decision |
| 3 | Rejected-Technical AT DANDASAI WARD NO 4 CKP DIST WEST SINGHBHUM | WEST SINGHBHUM | JHARKHAND | 832302 | - | - | Rejected-Technical Decesion |
| 4 | Rejected-Technical MAHUDA BAZAR DHANBAD 828305 | DHANBAD | DHANBAD | JHARKHAND | 828305 | - | - | Rejected-Technical Decesion |
| Sl No | Description | Qty | Unit | M/s Ray Construction L1 | M/S CHANDEL CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lift leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.(5.1.1+5.1.2 BCD) | 4,405.71 | Cum | 155 ₹6.8 L | 167.33 ₹7.4 L |
| 2.00 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
4.01A(GRADE-I ) | 728.97 | Cum | 1,555 ₹11.3 L | 1,579.7 ₹11.5 L |
| 3.00 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
4.01A(GRADE-II) | 728.97 | Cum | 1,430 ₹10.4 L | 1,458.8 ₹10.6 L |
| 4.00 | Providing and laying in position cement concret of specified grade excluding the cost of centring and shuttering -All work upto plinth level:-(1:1.5:3(1cement :1.5coarse sand (zone-III):3 graded stone aggregate 20mm nominal size)(5.2.1.1 BCD) | 1,480.03 | Cum | 4,940 ₹73.1 L | 4,961.73 ₹73.4 L |
| 5.00 | Providing shuttering including strutting, proping etc.and its removal after use in foundation as per specifications and direction of E/I.(BCD Item No.5.3.17.1) | 1,673.11 | sqm | 185 ₹3.1 L | 194.5 ₹3.3 L |
| 6.00 | Providing separation membrane of impermeable plastic sheeting 125mm thick .(P-38 M072 BCD) | 7,249.07 | sqm | 12.2 ₹88,438.65 | 14.94 ₹1.1 L |
| 7.00 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)(BCD 5.1.8) | 1,032.93 | Cum | 125 ₹1.3 L | 128.88 ₹1.3 L |
| 8.00 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)(5.1.10 BCD) | 115.05 | Cum | 585 ₹67,304.25 | 589.51 ₹67,823.13 |
| 9.00 | Supplying laying boulder in rock toe,heel trenches of the dam as per design,drawing including the cost of materials,royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and direcition of E/I.(Vide Item No. PART B 5.6.4),(PART A 6.4) | 209.4 | Cum | 1,480 ₹3.1 L | 1,491.06 ₹3.1 L |
| 10.00 | Providing and laying P.C.C. or R.C.C. M-150 with nominal mix of (1:2:4) in various component of barrage foundation with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well as of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants,vibrating, curing, royalty and all taxes etc. complete job as per specification and direction of E/l.(Vide Item No. 6.3.3),(5.3.1.2 BCD) | 547.97 | Cum | 4,560 ₹25.0 L | 4,598.23 ₹25.2 L |
Tender Value
₹3.2 Cr
EMD Value
₹3.3 L
Closing Date
26 Sept 2024, 5:00 pmClosed
E.E MINOR IRRIGATION DIVISION CHAIBASA
E.E MINOR IRRIGATION DIVISION CHAIBASA
CONSTRUCTION OF PCC ROAD FROM VILLAGE DENGSARGI AT SARKARI SCHOOL TO REO ROAD IN LANDUPADA PANCHAYAT UNDER BLOCK BANDGAON, WEST SINGHBHUM DISTRICT
2024_WRD_92912_1
MID/CHAIBASA/SBD-01/2024-25
Open Tender
Civil Works
335 days
BANDGAON
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
₹3.3 L
Yes
12 Mar 2026
12 Sept 2024
28 Sept 2024
12 Sept 2024
26 Sept 2024
12 Sept 2024
Amount
Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lift leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.(5.1.1+5.1.2 BCD)
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. 4.01A(GRADE-I )
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. 4.01A(GRADE-II)
Providing and laying in position cement concret of specified grade excluding the cost of centring and shuttering -All work upto plinth level:-(1:1.5:3(1cement :1.5coarse sand (zone-III):3 graded stone aggregate 20mm nominal size)(5.2.1.1 BCD)
Providing shuttering including strutting, proping etc.and its removal after use in foundation as per specifications and direction of E/I.(BCD Item No.5.3.17.1)
Providing separation membrane of impermeable plastic sheeting 125mm thick .(P-38 M072 BCD)
Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)(BCD 5.1.8)
Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)(5.1.10 BCD)
Supplying laying boulder in rock toe,heel trenches of the dam as per design,drawing including the cost of materials,royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and direcition of E/I.(Vide Item No. PART B 5.6.4),(PART A 6.4)
Providing and laying P.C.C. or R.C.C. M-150 with nominal mix of (1:2:4) in various component of barrage foundation with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well as of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants,vibrating, curing, royalty and all taxes etc. complete job as per specification and direction of E/l.(Vide Item No. 6.3.3),(5.3.1.2 BCD)
Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I.WRD (Item No7.4.10) OR PART A 4.28
Providing rough dressed random rubble stone masosry in cm. (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints,curing scaffolding and its removal wherever required including royalty and all taxes etc. complete Job as per specificition and direction of E/l.Vide Item No. PART-B 5.4.11)( PART-A 4.31)
Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal , royalty and all taxes etc. complete job as per specifications and direction of E/I.WRD (Item No.7.5.5) OR PART A-3.12
Providing weep hole with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/l.((Vide Item No. PART B 6.7.6),(PART A 6.9)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).(5.3.11 BCD)
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications (13.06B RCD)
Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. (5.7.11 BCD)
Providing 6mm cement plaster (1:4) in celling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.( 5.7.6 BCD)
Jungle clearance in borrow area,building premises,flanks and slopes on the road,canals and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I.(Vide Item No. - 5.1.3.1 PART-B) (PART-A 2.02(201)
Carriage of Materials - Cement
Chips
Metal
Stone Dust
Steel
Boulder
Add GST @18%
Add Labour Cess @1%
M/S CHANDEL CONSTRUCTION (BID ID -628223)
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