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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹9.7 L+₹49,161.66 (5.31%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹9.9 L+₹65,748.54 (7.10%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹10.1 L+₹83,795.30 (9.05%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹10.3 L+₹99,345.30 (10.7%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | P KESAVAN L7 | A J ENTERPRISES L1 | M/S TANISHA ENTERPRISES L6 | P MOHAMMED VASEEM L4 | NEHA BUILDERS AND ROADWAYS L2 | H Abbas L5 | Rising Construction Co-Operative Society Ltd L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth 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. | ||||||||||
| 1.10 | All kinds of soil. | 27.87 | cum | 400 ₹11,148 | 150 ₹4,180.5 Lowest | 1,000 ₹27,870 | 250 ₹6,967.5 | 280 ₹7,803.6 | 400 ₹11,148 | 200 ₹5,574 |
| 2.00 | 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. | 15.01 | cum | 400 ₹6,004 | 100 ₹1,501 Lowest | 500 ₹7,505 | 100 ₹1,501 Lowest | 250 ₹3,752.5 | 350 ₹5,253.5 | 190 ₹2,851.9 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : | ||||||||||
| 3.10 | 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) | 6.12 | cum | 9,500 ₹58,140 | 7,800 ₹47,736 | 8,000 ₹48,960 | 7,000 ₹42,840 Lowest | 8,400 ₹51,408 | 8,900 ₹54,468 | 8,450 ₹51,714 |
| 3.20 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 9.37 | cum | 8,700 ₹81,519 | 7,500 ₹70,275 | 7,500 ₹70,275 | 7,500 ₹70,275 | 7,200 ₹67,464 Lowest | 7,800 ₹73,086 | 7,950 ₹74,491.5 |
| 3.30 | 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) | 7.21 | cum | 8,200 ₹59,122 | 7,500 ₹54,075 | 7,000 ₹50,470 | 6,000 ₹43,260 Lowest | 6,700 ₹48,307 | 7,300 ₹52,633 | 7,550 ₹54,435.5 |
| 4.00Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : | ||||||||||
| 4.10 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 12.92 | Cum | 10,000 ₹1,29,180 | 9,000 ₹1,16,262 Lowest | 9,000 ₹1,16,262 Lowest | 10,500 ₹1,35,639 | 9,300 ₹1,20,137.4 | 10,000 ₹1,29,180 | 10,050 ₹1,29,825.9 |
| 5.00Reinforced 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 : | ||||||||||
Tender Value
₹14.4 L
EMD Value
₹28,887
Closing Date
14 Oct 2025, 3:00 pmClosed
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Sri Vijaya Puram, South Andaman
Renovation of CC Footpath from Ajay Tigga house to main road at Church at Ward No. 04 including Cover Slab both side existing drain with hand railing under Bambooflat-II Gram Panchayat.
2025_RDPRI_20131_1
EE/PRI/SAD-I/RR(CCA)/25-26/89
Open Tender
Civil Works - Others
Works
120 days
Bambooflat-II
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹28,887
17 Oct 2025
6 Oct 2025
15 Oct 2025
7 Oct 2025
14 Oct 2025
7 Oct 2025
Amount
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.
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 centring and shuttering - All work upto 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)
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
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 centring, shuttering, finishing and reinforcement - All work upto 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 derived from natural sources)
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 :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
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.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
G.I. pipes
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Finishing walls with Acrylic Smooth exterior paint of required shade :
Old work (One or more coat applied @ 0.90 ltr/ 10 sqm)
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Providing weep holes of size 50 mm dia with 50 mm dia PVC pipe including fitting fixing withgratings of requisite dia slope 1:20 towards drainage surface including packing with well graded stone metal filter of approved quality in the holes as per direction of the Engineer-in-charge.
50 mm dia PVC pipe
NEHA BUILDERS AND ROADWAYS (BID ID -59403)
Rising Construction Co-Operative Society Ltd (BID ID -59384)
P MOHAMMED VASEEM (BID ID -59415)
H Abbas (BID ID -59379)
M/S TANISHA ENTERPRISES (BID ID -59385)
P KESAVAN (BID ID -59411)
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