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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.0 LAdmitted-Finance DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L1 | Admitted-Finance | |
| 2 | L2₹60.0 L+₹4,105.60 (0.07%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹62.0 L+₹2.0 L (3.33%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹62.8 L+₹2.8 L (4.72%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹64.9 L+₹5.0 L (8.27%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s ANKUSH MANHAS L7 | M/S SURJEET SINGH MANHAS L11 | Veer Kanwar Singh L3 | M/S Chahal Hot Mix Plant L5 | DALJEET SINGH L2 | M/s Rips Contruction Company L4 | M/s Lalit Sharma L8 | Gagandeep Singh L6 | Subash Chander L9 | KULDEEP SINGH L1 | M/s Ramandeep Singh and Bros. Const. Co. L10 | M/s Shashi Sharma L12 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres in all kinds of soil. | 583 | Cum | 175 ₹1,02,025 | 200 ₹1,16,600 | 250 ₹1,45,750 | 100 ₹58,300 | 50 ₹29,150 | 10 ₹5,830 Lowest | 100 ₹58,300 | 120 ₹69,960 | 300 ₹1,74,900 | 80 ₹46,640 | 207 ₹1,20,681 | 350 ₹2,04,050 |
| 2.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 39 | Cum | 3,200 ₹1,24,800 | 3,299.98 ₹1,28,699.22 | 2,900 ₹1,13,100 | 2,000 ₹78,000 | 2,490.4 ₹97,125.6 | 1,200.02 ₹46,800.78 | 3,000 ₹1,17,000 | 1,200 ₹46,800 Lowest | 3,200 ₹1,24,800 | 2,000 ₹78,000 | 3,630 ₹1,41,570 | 3,199.98 ₹1,24,799.22 |
| 3.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | 489 | Cum | 4,000 ₹19,56,000 | 4,700 ₹22,98,300 | 4,100 ₹20,04,900 | 4,000 ₹19,56,000 | 3,600 ₹17,60,400 Lowest | 4,800 ₹23,47,200 | 4,500 ₹22,00,500 | 4,250 ₹20,78,250 | 4,900 ₹23,96,100 | 4,000 ₹19,56,000 | 4,061 ₹19,85,829 | 4,500 ₹22,00,500 |
| 4.00 | 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, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | 759 | Cum | 4,900 ₹37,19,100 | 5,100 ₹38,70,900 | 4,000 ₹30,36,000 Lowest | 5,200 ₹39,46,800 | 4,400 ₹33,39,600 | 4,915 ₹37,30,485 | 5,000 ₹37,95,000 | 4,800 ₹36,43,200 | 5,200 ₹39,46,800 | 4,000 ₹30,36,000 Lowest | 5,428 ₹41,19,852 | 6,000 ₹45,54,000 |
| 5.00Centering and shuttering including strutting, propping etc. and removal of form work for :- | |||||||||||||||
| 5.10 | Foundations, footings, bases for columns. | 622 | Sqm | 100 ₹62,200 | 150 ₹93,300 | 70 ₹43,540 | 50 ₹31,100 | 50 ₹31,100 | 31.49 ₹19,586.78 Lowest | 100 ₹62,200 | 100 ₹62,200 | 470 ₹2,92,340 | 90 ₹55,980 | 215 ₹1,33,730 | 200 ₹1,24,400 |
| 5.20 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. | 1,598 | Sqm | 250 ₹3,99,500 | 250 ₹3,99,500 | 100 ₹1,59,800 | 50 ₹79,900 | 90 ₹1,43,820 | 48 ₹76,704 Lowest | 200 ₹3,19,600 | 150 ₹2,39,700 | 500 ₹7,99,000 | 90 ₹1,43,820 | 471 ₹7,52,658 | 200 ₹3,19,600 |
| 6.00Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. | |||||||||||||||
| 6.10 | Stone agg. above 40mm size for an avg. lead of 20 Kms. | 35 | Cum | 100 ₹3,500 | 150.88 ₹5,280.8 | 500 ₹17,500 | 1 ₹35 | 20 ₹700 | 10.01 ₹350.35 | 50 ₹1,750 | 0.1 ₹3.5 Lowest | 148.63 ₹5,202.05 | 100 ₹3,500 | 312 ₹10,920 | 232.31 ₹8,130.85 |
| 6.20 | Stone agg. / Sand for an avg. lead of 20 Kms. | 1,761 | Cum | 100 ₹1,76,100 | 100 ₹1,76,100 | 55 ₹96,855 | 1 ₹1,761 | 50 ₹88,050 | 10 ₹17,610 | 50 ₹88,050 | 0.1 ₹176.1 Lowest | 150 ₹2,64,150 | 100 ₹1,76,100 | 287 ₹5,05,407 | 200 ₹3,52,200 |
Tender Value
₹1.0 Cr
Closing Date
21 Jun 2021, 4:30 pmClosed
Er Rajan Gupta
Executive Engineer PWD RandB Const Divn No I Jammu
Please refer to BOQ
2021_PWDJK_126812_1
Short e-NIT No CD-I/24 of 2021-22 Dated 09-06-2021
Open Tender
Civil Works
Item Rate
60 days
Rohi Morh Nallah Niabat Bridge Gadigarh Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹6,000
Yes
Executive Engineer PWD RandB Const Divn No I Jammu
Exempted
Jammu
23 Jun 2021
10 Jun 2021
22 Jun 2021
10 Jun 2021
21 Jun 2021
10 Jun 2021
15 Jun 2021
Amount
Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres in all kinds of soil.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
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, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form work for :-
Foundations, footings, bases for columns.
Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
Stone agg. above 40mm size for an avg. lead of 20 Kms.
Stone agg. / Sand for an avg. lead of 20 Kms.
Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions of Engineer-in-charge for an avg. lead of 2 Kms.
DALJEET SINGH
Veer Kanwar Singh
M/s Rips Contruction Company
M/S Chahal Hot Mix Plant
Gagandeep Singh
M/s ANKUSH MANHAS
M/s Lalit Sharma
Subash Chander
M/s Ramandeep Singh and Bros. Const. Co.
M/S SURJEET SINGH MANHAS
M/s Shashi Sharma
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