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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₹3.4 LAccepted-Finance DOOR NO 58 12 13 KARASA VISAKHAPATNAM 530009 | VISAKHAPATANAM | ANDHRA PRADESH | 530009 | L1 | Accepted-Finance Admitted | |
| 2 | L2₹3.7 L+₹35,361.70 (10.5%)Accepted-Finance 38 30 92 SAI NAGAR MARRIPALEM VISAKHAPATNAM 530 018 | VISAKHAPATANAM | ANDHRA PRADESH | 530018 | L2 | Accepted-Finance Admitted | |
| 3 | L3₹3.9 L+₹54,683.40 (16.3%)Accepted-Finance | L3 | Accepted-Finance Admitted | |
| 4 | L4₹4.0 L+₹62,806.20 (18.7%)Accepted-Finance | L4 | Accepted-Finance Admitted | |
| 5 | L5₹4.0 L+₹63,693.02 (19.0%)Accepted-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | L5 | Accepted-Finance Admitted |
| Sl No | Description | Qty | Unit | ANJALI CONSTRUCTIONS L2 | G Srinivas Rao L6 | Sai Srija Constructions L1 | CH.VENKATARAMANA L9 | ALLURI CONSTRUCTIONS L5 | HARSHA ENTERPRISES L8 | KUNDAN SAI ENTERPRISES L3 | N E R CONSTRUCTIONS L7 | shiv builder L10 | RAM SREE CONSTRUCTIONS L4 | sri vijaya mouni infrastructure L11 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| .01SCHEDULE 'A' PART-I: B/R WORKS | ||||||||||||||
| 1.00 | Excavation in trenches, n exc1.5 m wide and not exc 1.5 m in depth for foundation etc and getting out hard/dense soil all as specified and directed. | 1.49 | Cum | 210 ₹312.9 Lowest | 450 ₹670.5 | 300 ₹447 | 1,800 ₹2,682 | 299 ₹445.51 | 500 ₹745 | 250 ₹372.5 | 350 ₹521.5 | 250 ₹372.5 | 750 ₹1,117.5 | 650 ₹968.5 |
| 2.00 | Excavation in post holes ( or similar holes ) each n.exc.0.50 cum getting out soft loose soil , returning , filling & ramming earth or broken rubble mixed with earth around in layers n. exc 25 cm.watering and removing surplus soil to a distance n.exc. 50 mtr in soil complete all as specified. | 5 | Each | 501 ₹2,505 | 500 ₹2,500 | 90 ₹450 Lowest | 387 ₹1,935 | 349 ₹1,745 | 700 ₹3,500 | 136 ₹680 | 180 ₹900 | 700 ₹3,500 | 1,300 ₹6,500 | 210.5 ₹1,052.5 |
| 3.00 | M&L for PCC (1:3:6) type C2 using 40 mm graded stone aggregate as in foundation , filling & mass conc complete | 0.14 | Cum | 6,500 ₹910 | 4,500 ₹630 | 3,000 ₹420 Lowest | 7,000 ₹980 | 4,500 ₹630 | 5,000 ₹700 | 4,500 ₹630 | 4,000 ₹560 | 5,500 ₹770 | 7,500 ₹1,050 | 5,100 ₹714 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. | 1.49 | Cum | 150 ₹223.5 | 180 ₹268.2 | 80 ₹119.2 Lowest | 560 ₹834.4 | 249 ₹371.01 | 500 ₹745 | 80 ₹119.2 Lowest | 180 ₹268.2 | 139.1 ₹207.26 | 1,050 ₹1,564.5 | 201.5 ₹300.24 |
| 5.00 | M&L for Pre-cast cement concrete block masonry with solid blocksType C-1 (1:3:6) 20mm graded crushed stone aggregate, exc. 10cm in width and setting in mortar1:6 complete all as specified. | 13.25 | Cum | 4,020 ₹53,265 Lowest | 5,400 ₹71,550 | 5,500 ₹72,875 | 5,500 ₹72,875 | 5,400 ₹71,550 | 6,000 ₹79,500 | 5,800 ₹76,850 | 7,000 ₹92,750 | 5,200 ₹68,900 | 5,100 ₹67,575 | 7,950 ₹1,05,337.5 |
| 6.00 | M&L for Pre-cast cement concrete block masonry with solid blocksType C-1 (1:3:6) 20mm graded crushed stone aggregate, exc. 10cm in width and setting in mortar1:6 complete all as specified. | 88.3 | Sqm | 402 ₹35,496.6 | 306 ₹27,019.8 Lowest | 460 ₹40,618 | 800 ₹70,640 | 480 ₹42,384 | 600 ₹52,980 | 600 ₹52,980 | 550 ₹48,565 | 1,200 ₹1,05,960 | 500 ₹44,150 | 795 ₹70,198.5 |
| 7.00 | M&L for applying two coats 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 Lit/10 Sqm over newly plastered by auto roller upto 4th floor surfaces incl preparation of surfaces. | 88.3 | Sqm | 90 ₹7,947 | 90 ₹7,947 | 80 ₹7,064 Lowest | 165 ₹14,569.5 | 81 ₹7,152.3 | 100 ₹8,830 | 120 ₹10,596 | 95 ₹8,388.5 | 130 ₹11,479 | 120 ₹10,596 | 285.98 ₹25,252.03 |
| 8.00 | S&F in repair Fe 410 -W (Gde E- 250) quality A6 Roof trusses (framed), trussed, purlins, crane gantries, rails andfastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc) complete all as specified and directed. | 400 | Kg | 120 ₹48,000 | 126 ₹50,400 | 110 ₹44,000 | 140 ₹56,000 | 136 ₹54,400 | 135 ₹54,000 | 100 ₹40,000 | 150 ₹60,000 | 115 ₹46,000 | 130 ₹52,000 | 98 ₹39,200 Lowest |
| 9.00 | Preparation of new or previously untreated steel surface of any discription over 10cm width or girth and apply two coats of synthetic enamel paint over a coat of redoxide primer. complete all as specified and directed. | 20 | Sqm | 54 ₹1,080 Lowest | 90 ₹1,800 | 75 ₹1,500 | 81 ₹1,620 | 63 ₹1,260 | 135 ₹2,700 | 150 ₹3,000 | 100 ₹2,000 | 250 ₹5,000 | 105 ₹2,100 | 60.5 ₹1,210 |
Tender Value
₹4.8 L
EMD Value
₹9,600
Closing Date
29 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GARRISON ENGINEER NAVAL DEPOT
GARRISON ENGINEER NAVAL DEPOT INDUSTRIAL ESTATE POST 104 AREA VISAKHAPATNAM 530007
PROVISION OF SHED AT CERTAIN LICATIONS AT NAUSHAKTI NAGAR VISAKHAPATNAM
2026_MES_787004_1
8676/GEND/E8
Open Tender
Civil Works
Item Rate
60 days
VISAKHAPATNAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹300
GARRISON ENGINEER NAVAL DEPOT
₹9,600
Yes
16 Oct 2026
29 Aug 2026
1 Oct 2026
29 Aug 2026
29 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.01 | SCHEDULE 'A' PART-I: B/R WORKS | - | - | - | - |
| 1 | Excavation in trenches, n exc1.5 m wide and not exc 1.5 m in depth for foundation etc and getting out hard/dense soil all as specified and directed. | - | Cum | 1.25 | - |
| 2Excavation in post holes ( or similar holes ) each n.exc.0.50 cum getting out soft loose soil , returning , filling & ramming earth or broken rubble mixed with earth around in layers n. exc 25 cm.watering and removing surplus soil to a distance n.exc. 50 mtr in soil complete all as specified. | |||||
| 3 | M&L for PCC (1:3:6) type C2 using 40 mm graded stone aggregate as in foundation , filling & mass conc complete | - | Cum | 100 | - |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. | - | Cum | 53 | - |
| 5 | M&L for Pre-cast cement concrete block masonry with solid blocksType C-1 (1:3:6) 20mm graded crushed stone aggregate, exc. 10cm in width and setting in mortar1:6 complete all as specified. | - | Cum | 10 | - |
| 6 | M&L for Pre-cast cement concrete block masonry with solid blocksType C-1 (1:3:6) 20mm graded crushed stone aggregate, exc. 10cm in width and setting in mortar1:6 complete all as specified. | 1 | Sqm | 11 | ₹10.99 |
| 7 | M&L for applying two coats 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 Lit/10 Sqm over newly plastered by auto roller upto 4th floor surfaces incl preparation of surfaces. | 1 | Sqm | 1.25 | ₹1.25 |
| 8S&F in repair Fe 410 -W (Gde E- 250) quality A6 Roof trusses (framed), trussed, purlins, crane gantries, rails andfastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc) complete all as specified and directed. | |||||
| 9 | Preparation of new or previously untreated steel surface of any discription over 10cm width or girth and apply two coats of synthetic enamel paint over a coat of redoxide primer. complete all as specified and directed. | - | Sqm | 100 | - |
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