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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 Cr+₹28.2 L (14.0%)Admitted-Finance | ₹2.3 Cr+₹28.2 L (14.0%) | L2 | Admitted-Finance |
| 3 | L3₹2.8 Cr+₹80.5 L (40.1%)Admitted-Finance FLAT NO 2 6 BLOCK C CHANDRABALI UDHYAN JAMSHEDPUR 831001 | EAST SINGHBUM | JHARKHAND | 831001 | ₹2.8 Cr+₹80.5 L (40.1%) | L3 | Admitted-Finance |
| 4 | L4₹2.8 Cr+₹81.7 L (40.7%)Admitted-Finance | ₹2.8 Cr+₹81.7 L (40.7%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical AT DHORI STAFF QTR PO DHORI DIST BOKARO | - | - | Not Admitted-Fee/PreQual/Technical Others-Tender Fee and emd not submitted |
| Sl No | Description | Qty | Unit | Shaurya civil constructions pvt ltd L1 | M/S P K AGARWALLA L2 | LORDS INFRACON PRIVATE LIMITED L3 | RKS CONSTRUCTION PVT LTD L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation of foundation trenches in ordinary soil(vide classification of soil item-A)and soil disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots of tree or shrubs etc all complete as per specification of E/I.WRD (7.1.27)pg 118 | 6,537.44 | Per M3 | 107.84 ₹7,04,997.53 Lowest | 122.99 ₹8,04,029.61 | 151.07 ₹9,87,611.06 | 160 ₹10,45,990.4 |
| 2.00 | Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I.WRD (7.1.10)pg115 | 6,537.44 | Per M3 | 10.96 ₹71,650.34 Lowest | 12.51 ₹81,751.01 | 15.36 ₹1,00,415.08 | 17 ₹1,11,136.48 |
| 3.00 | E/W in excavation in canal by the hydraulic excavator as per designed section in soft rock ( where blasting is not needed ) vide type of soil items -C with disposal of spoil up to 500 m with all lift by tipper including construction and maintainance of haul road all complete as per specification and direction of E/I WRD(7.1.43.6)pg120 | 4,358.27 | Per M3 | 130.6 ₹5,69,190.06 Lowest | 148.95 ₹6,49,183.27 | 182.97 ₹7,97,432.66 | 182.97 ₹7,97,432.66 |
| 4.00 | Providing coarse clean local sand in filling in foundation trenches including ramming,watering,royalty and all taxes complete job as per specification and direction of E/IWRD corr(7.1.37)pg 37 | 277.76 | Per M3 | 223.06 ₹61,957.15 Lowest | 254.39 ₹70,660.27 | 312.49 ₹86,797.22 | 315 ₹87,494.4 |
| 5.00 | P.C.C. 1:3:6 in foundation (plain cement concrete1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanical mixed,placed in foundation and compacted by vibration including curing for 14 days)omm corr (12.4 pg 47) | 14.28 | Per M3 | 2,544.5 ₹36,335.46 Lowest | 2,901.91 ₹41,439.35 | 3,564.6 ₹50,902.49 | 3,564.6 ₹50,902.49 |
| 6.00 | Plain/reinforced cement concrete in open foundation as per drawing and technical specification.PCC Grade M-15.comm corr 12.8 A,pg47 | 1,866.18 | Per M3 | 2,984.5 ₹55,69,611.23 Lowest | 3,403.71 ₹63,51,932.12 | 4,180.99 ₹78,02,475.74 | 4,180.99 ₹78,02,475.74 |
| 7.00 | Plain/reinforced cement concrete in sub structure as per drawing and technical specification.PCC Grade M-15.comm sor 13.5 A(p) pg47 | 2,188.27 | Per M3 | 3,156.78 ₹69,07,886.97 Lowest | 3,600.18 ₹78,78,165.89 | 4,422.32 ₹96,77,230.19 | 4,425.32 ₹96,83,795 |
| 8.00 | Plain/reinforced cement concrete in sub structure as per drawing and technical specification.PCC Grade M-20 comm sor 13.5 E(p)pg48 | 55.65 | Per M3 | 3,509.06 ₹1,95,279.19 Lowest | 4,001.97 ₹2,22,709.63 | 4,915.87 ₹2,73,568.17 | 4,915.87 ₹2,73,568.17 |
| 9.00 | Supplying and Labour for laying stone chips under boulder pitching in slope and apron including light ramming etc. all complete as per specification and direction of E/I .part A(M029) +part B( 7.7.13)pg133 | 20.93 | Per M3 | 1,202.6 ₹25,170.42 Lowest | 1,371.52 ₹28,705.91 | 1,684.72 ₹35,261.19 | 1,690 ₹35,371.7 |
| 10.00 | Supplying and laying good quality of stone metal filter (20mm to 63mm size) in the rock toe, heel trenches, toe drain as per design and drawing including the cost of materials, royalty, all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.comm corr (5.6.3) pg 46 | 20.93 | Per M3 | 1,021 ₹21,369.53 Lowest | 1,164.41 ₹24,371.15 | 1,430.32 ₹29,936.6 | 1,430.32 ₹29,936.6 |
Tender Value
₹2.6 Cr
EMD Value
₹2.6 L
Closing Date
14 Dec 2021, 5:00 pmClosed
Executive Engineer
Executive Engineer, Kharkai Link Canal Division, Musabani
CONSTRUCTION OF FALL AT KM 13.320, 13.560, 15.240, 17.340, 17.520, 17.700 AND 19.380 OF EDAL DISTRIBUTORY EX. KM. 6.818 OF HALUDPOKHAR DISTRIBUTORY
2021_WRD_53766_1
WRD/IGC/ KLCD MUS. / SBD-01/2021-22
Open Tender
Civil Works
Item Rate
365 days
Potka, East Singhbhum
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
EE Kharkai Link Canal Division, Musabani
₹2.6 L
Yes
30 Dec 2021
29 Nov 2021
16 Dec 2021
29 Nov 2021
14 Dec 2021
29 Nov 2021
Amount
Earth work excavation of foundation trenches in ordinary soil(vide classification of soil item-A)and soil disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots of tree or shrubs etc all complete as per specification of E/I.WRD (7.1.27)pg 118
Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I.WRD (7.1.10)pg115
E/W in excavation in canal by the hydraulic excavator as per designed section in soft rock ( where blasting is not needed ) vide type of soil items -C with disposal of spoil up to 500 m with all lift by tipper including construction and maintainance of haul road all complete as per specification and direction of E/I WRD(7.1.43.6)pg120
Providing coarse clean local sand in filling in foundation trenches including ramming,watering,royalty and all taxes complete job as per specification and direction of E/IWRD corr(7.1.37)pg 37
P.C.C. 1:3:6 in foundation (plain cement concrete1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanical mixed,placed in foundation and compacted by vibration including curing for 14 days)omm corr (12.4 pg 47)
Plain/reinforced cement concrete in open foundation as per drawing and technical specification.PCC Grade M-15.comm corr 12.8 A,pg47
Plain/reinforced cement concrete in sub structure as per drawing and technical specification.PCC Grade M-15.comm sor 13.5 A(p) pg47
Plain/reinforced cement concrete in sub structure as per drawing and technical specification.PCC Grade M-20 comm sor 13.5 E(p)pg48
Supplying and Labour for laying stone chips under boulder pitching in slope and apron including light ramming etc. all complete as per specification and direction of E/I .part A(M029) +part B( 7.7.13)pg133
Supplying and laying good quality of stone metal filter (20mm to 63mm size) in the rock toe, heel trenches, toe drain as per design and drawing including the cost of materials, royalty, all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.comm corr (5.6.3) pg 46
Providing and laying dry pitching with precast cement concrete block 600mm x 600mm x 300mm size of M-100 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggregate of required grade (as per design) and approved quality of sand of required F.M.(2.5 to 3.0) washed and screened including necessary form work, tools and plants, vibrating, curing, as well as royalty and all taxes all complete job as per specification and direction of E/I.WRD corr(7.3.17)pg 41
Supplying fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specificationand direction of E/IWRD.(7.8.2)pg 136
Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I.comm corr(6.7.6) pg 46
Supplying, fitting and placing HYSD bar reinforcement in sub structurecomplete as per drawing and technical specification.comm corr 8.3/13.6 pg 52
Earth work in filling structures foundation in trenchese back filling of structure in layer not exceeding 150 mm.thick well watered,rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job as per specification and direction of E/I.WRD corr (7.1.31)pg36
Carrage of Materials from different places to work site by mechanical means including loading ,unloading & stacking all complete.(fall at km 1.63/1.600)
Cement -25 km lead from JSR to work site (24 km (P) + 1 km (K)
Sand -32 km lead from Kuju river to work site (1 km (k) + 30 km (P) + 1 km (K)
Stone Chips - 8 km lead from Hata to work site (1 km (k) + 6 km (P) + 1 km (K)
Stone metal - 8 km lead from Hata to work site (1 km (k) + 6 km (P) + 1 km (K)
Steel -25 km lead from JSR to work site (24 km (P) + 1 km (K)
Add GST @12%
Add Labour Cess @1%
M/S P K AGARWALLA
LORDS INFRACON PRIVATE LIMITED
RKS CONSTRUCTION PVT LTD
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