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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹6.9 L (4.25%)Admitted-Finance | ₹1.7 Cr+₹6.9 L (4.25%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹18.4 L (11.2%)Admitted-Finance | ₹1.8 Cr+₹18.4 L (11.2%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical ASSAM RIFLES BAZAR NON CSD CANTEEN HAPPY VALLEY SHILLONG SHILLONG MEGHALAYA 793007 UDYAM ML 04 0000191 17AAJHS0378E3ZZ B R | EAST KHASI HILLS | MEGHALAYA | 793007 | - | - | Rejected-Technical Offline tender Fee and EMD not deposited |
| Sl No | Description | Qty | Unit | NAVSHEEN ASSOCIATES L2 | RAJESH KUMAR SHARMA L3 | CARON ENTERPRISE L1 |
|---|---|---|---|---|---|---|
| 1.00SCHEDULE ‘A’ PART-I (B&R WK) 1400 MTR DRAIN | ||||||
| 1.01 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil | 2,100 | Sqm | 228 ₹4,78,800 | 244 ₹5,12,400 | 219 ₹4,59,900 Lowest |
| 1.02 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Ordinary rock | 945 | Cum | 879 ₹8,30,655 | 938 ₹8,86,410 | 843 ₹7,96,635 Lowest |
| 1.03 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 189 | Cum | 13,473 ₹25,46,397 | 14,374 ₹27,16,686 | 12,924 ₹24,42,636 Lowest |
| 1.04 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand). | 630 | Cum | 11,820 ₹74,46,600 | 12,610 ₹79,44,300 | 11,338 ₹71,42,940 Lowest |
| 1.05 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 30.8 | Cum | 15,686 ₹4,83,128.8 | 16,735 ₹5,15,438 | 15,047 ₹4,63,447.6 Lowest |
| 1.06 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
20 mm cement plaster | 3,780 | Sqm | 1,081 ₹40,86,180 | 1,154 ₹43,62,120 | 1,037 ₹39,19,860 Lowest |
| 2.00SCHEDULE ‘A’ PART-II (RCC BOX CURVERT) 4 NOS | ||||||
| 2.01 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: | 84 | Sqm | 228 ₹19,152 | 244 ₹20,496 | 219 ₹18,396 Lowest |
| 2.02 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 19.2 | Cum | 541 ₹10,387.2 | 578 ₹11,097.6 | 519 ₹9,964.8 Lowest |
Tender Value
Refer Docs
EMD Value
₹3.1 L
Closing Date
8 Nov 2023, 10:00 amClosed
SO-1 (Works), HQ DGAR, Laitkor, Shillong
Engineer Branch, HQ DGAR, Laitkor Shillong-10
Addn altn of existing drainage sys at various water logging area for HQ IGAR South at Mantripukhri
2023_ARMHA_777229_1
VIII.11014/8189/HQ IGAR (S)
Open Tender
Civil Works
Works
365 days
Mantripukhri
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Director General Assam Rifles
₹3.1 L
20 Nov 2023
19 Oct 2023
9 Nov 2023
19 Oct 2023
8 Nov 2023
19 Oct 2023
19 Oct 2023 - 7 Nov 2023
Amount
SCHEDULE ‘A’ PART-I (B&R WK) 1400 MTR DRAIN
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Ordinary rock
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster
SCHEDULE ‘A’ PART-II (RCC BOX CURVERT) 4 NOS
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Centering and shuttering including strutting, ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, ropping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Note :- Total amount is inclusive of all applicable taxes. Total wise evaluation will be carried out to obtain L1
NAVSHEEN ASSOCIATES
RAJESH KUMAR SHARMA
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