Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.7 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹79.0 L+₹2.3 L (3.05%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | Rejected-Technical | - | Rejected-Technical Rejected by CFA | |
| 4 | Rejected-Technical | - | Rejected-Technical Rejected by CFA | |
| 5 | Rejected-Technical | - | Rejected-Technical Rejected by CFA |
| Sl No | Description | Qty | Unit | M/s Ravina Enterprise L1 | M/S MD INAYAT HUSSAIN L2 |
|---|---|---|---|---|---|
| 1.00SCHEDULE ‘A’ PART-I (Renovation of Helipad) | |||||
| 1.01 | Supplying and Laying, spreading and compacting stone aggregate of 63 mm to 45 mm size stone aggregate at site to WBM pecifications in uniform thickness, hand picking, rolling with 3 wheeled road/ bratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. | 95 | Cum | 2,000 ₹1,90,000 Lowest | 2,000 ₹1,90,000 Lowest |
| 1.02 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sq | 2,000 | Sqm | 250 ₹5,00,000 | 110 ₹2,20,000 Lowest |
| 1.03 | 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. | 2,000 | Sqm | 750 ₹15,00,000 Lowest | 1,170 ₹23,40,000 |
| 1.04 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. | 2,000 | Sqm | 250 ₹5,00,000 Lowest | 300 ₹6,00,000 |
| 1.05 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats ) | 8.8 | Sqm | 750 ₹6,600 | 700 ₹6,160 Lowest |
| 2.00SCHEDULE 'A' PART - II (Retaining Wall) | |||||
| 2.01 | 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-in charge. All kinds of soil | 346.5 | Cum | 150 ₹51,975 Lowest | 800 ₹2,77,200 |
| 2.02 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | 150.15 | Cum | 750 ₹1,12,612.5 Lowest | 800 ₹1,20,120 |
| 2.03 | 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) | 46.2 | Cum | 12,500 ₹5,77,500 Lowest | 13,000 ₹6,00,600 |
Tender Value
₹71.9 L
EMD Value
₹1.4 L
Closing Date
25 Sept 2025, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SO1 Wks HQ 28 Sector Assam Rifles
SO1 Wks HQ 28 Sector Assam Rifles Kakching Manipur
Proposed Helipad for renovation construction at Bn HQ Sajik Tampak
2025_ARMHA_876344_1
28006/Engr-9135/Heli/28 Sect/06
Open Tender
Civil Works
Works
180 days
Sajik Tampak, HQ 28 Sect AR
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
DIG HQ 28 Sector Assam Rifles
₹1.4 L
11 Dec 2025
8 Sept 2025
26 Sept 2025
8 Sept 2025
25 Sept 2025
8 Sept 2025
Amount
SCHEDULE ‘A’ PART-I (Renovation of Helipad)
Supplying and Laying, spreading and compacting stone aggregate of 63 mm to 45 mm size stone aggregate at site to WBM pecifications in uniform thickness, hand picking, rolling with 3 wheeled road/ bratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sq
2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats )
SCHEDULE 'A' PART - II (Retaining Wall)
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-in charge. All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
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)
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand)
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :Raised and cut pointing
Providing and laying cement concrete 1:2:4 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, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level excluding the cost of centering, shuttering and finishing:
M&L for PCC 1:3:6 type C-1 for weep whole
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter
Centering and shuttering including strutting, propping etc. and removalof form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers
Aggregate cusion for filter 200x200x200 ,40 mm aggregate
M/S MD INAYAT HUSSAIN (BID ID -3287717)
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .