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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.5 LAccepted-Finance | ₹57.5 L | L1 | Accepted-Finance Correct documents uploaded |
| 2 | L2₹72.0 L+₹14.6 L (25.3%)Accepted-Finance | ₹72.0 L+₹14.6 L (25.3%) | L2 | Accepted-Finance Correct documents uploaded |
| 3 | L3₹75.3 L+₹17.8 L (31.0%)Accepted-Finance | ₹75.3 L+₹17.8 L (31.0%) | L3 | Accepted-Finance Correct documents uploaded |
| 4 | L4₹75.8 L+₹18.3 L (31.8%)Accepted-Finance | ₹75.8 L+₹18.3 L (31.8%) | L4 | Accepted-Finance Correct documents uploaded |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical The Bid rejected due to technically disqualified by the TEC due to the bidder not full filled the Required Documents |
| Sl No | Description | Qty | Unit | SAINA BUILDERS L4 | MOHAMMED NAVAB SHAH C G L1 | SAKEER HUSSAIN KI L2 | Jamal ac L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kind of soil | 2,532 | Sqm | 8 ₹20,256 | 5 ₹12,660 Lowest | 20 ₹50,640 | 47 ₹1,19,004 |
| 2.00 | 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). excluding the cost of coarse sand (zone-III) & graded stone aggregate 20 mm nominal size. | 270 | cum | 13,400 ₹36,18,000 | 8,600 ₹23,22,000 | 11,000 ₹29,70,000 | 6,000 ₹16,20,000 Lowest |
| 3.00 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways, neat cement punning on finished surface including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. excluding the cost of TMT bars, M sand & graded stone aggregate 20 mm nominal size. | 296 | Sqm | 1,680 ₹4,97,280 | 700 ₹2,07,200 Lowest | 1,500 ₹4,44,000 | 950 ₹2,81,200 |
| 4.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement also excluding the cost of coarse sand (zone-III) & graded stone aggregate 20 mm nominal size. :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 81 | cum | 14,402 ₹11,66,562 | 9,600 ₹7,77,600 Lowest | 12,000 ₹9,72,000 | 27,000 ₹21,87,000 |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 1,435 | sqm | 440 ₹6,31,400 Lowest | 500 ₹7,17,500 | 490 ₹7,03,150 | 950 ₹13,63,250 |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level : TMT bars | 5,051.2 | kg | 84 ₹4,24,300.8 Lowest | 95 ₹4,79,864 | 125 ₹6,31,400 | 122 ₹6,16,246.4 |
| 7.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level : TMT bars
excluding the cost of TMT bars | 2,164.8 | kg | 14 ₹30,307.2 Lowest | 22 ₹47,625.6 | 40 ₹86,592 | 30 ₹64,944 |
| 8.00 | 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 : Ordinary rock/ Granite boulders | 277 | cum | 380 ₹1,05,260 | 300 ₹83,100 Lowest | 800 ₹2,21,600 | 550 ₹1,52,350 |
| 9.00 | 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. | 176 | cum | 380 ₹66,880 | 400 ₹70,400 | 400 ₹70,400 | 280 ₹49,280 Lowest |
| 10.00 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. excluding the cost of coarse sand all complete as per the direction of Engineer-in-charge | 507 | sqm | 1,940 ₹9,83,580 Lowest | 2,000 ₹10,14,000 | 1,999 ₹10,13,493 | 2,100 ₹10,64,700 |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
5 Mar 2026, 11:00 amClosed
AE.MOHAMMED NASEEM
LPWD DIVISION AMINI
Construction of CC Road from Jetty to Fisheries at Chetlat
2026_UTL_3250_1
59/EE/LPWD/AMN/2026
Open Tender
Civil Works
Item Rate
270 days
Chetlat
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹1.7 L
9 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kind 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). excluding the cost of coarse sand (zone-III) & graded stone aggregate 20 mm nominal size.
Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways, neat cement punning on finished surface including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. excluding the cost of TMT bars, M sand & graded stone aggregate 20 mm nominal size.
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement also excluding the cost of coarse sand (zone-III) & graded stone aggregate 20 mm nominal size. : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level : TMT bars
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level : TMT bars excluding the cost of TMT bars
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 : Ordinary rock/ Granite boulders
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 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. excluding the cost of coarse sand all complete as per the direction of Engineer-in-charge
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)
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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Tendernotice_1.pdf
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NITCCRoadJettytofisheriesChetlat.pdf
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BOQ_3694.xls
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