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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 | 1₹42.8 LAccepted-Finance D NO 58 18 78 1 SRIVARI NILAYAM 2ND FLOOR NEAR NSTL MAIN GATE BUTCHIRAJUPALAM VISAKHAPATNAM 530 027 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530027 | 1 | Accepted-Finance ACCEPTED BEING THE LOWEST TENDERER | |
| 2 | 2₹45.3 L+₹2.5 L (5.88%)Rejected-Finance | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 3 | 3₹45.9 L+₹3.1 L (7.21%)Rejected-Finance 66 6 410 1 MULAGANDA HOUSING COLONY GAJUWAKA DEPOT VISAKHAPATNAM 530026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 4 | 4₹46.6 L+₹3.7 L (8.72%)Rejected-Finance 24 85 7 SANATH NAGAR GAJUWAKA VISAKHAPATNAM 530 026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 5 | 5₹46.9 L+₹4.0 L (9.44%)Rejected-Finance | 5 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | N Sydeswara Rao L1 | ASR CONSTRUCTIONS L6 | M B CONSTRUCTIONS L9 | VIJAY VINAYAKA INFRA L8 | V R K CONSTRUCTIONS L4 | Sri Vayuputra Constructions L2 | GVR CONSTRUCTIONS L3 | LALITHA SAI INFRA L7 | N V S S K N SIVA PRASAD L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Taking down cement plaster on brick or stone walls, etc, incl raking out joints, hacking for key, scrubbing down with water, etc & prepare to receive new plaster complete all as specified and directed | 154.82 | Sqm | 20 ₹3,096.4 Lowest | 50 ₹7,741 | 50 ₹7,741 | 29 ₹4,489.78 | 59 ₹9,134.38 | 45 ₹6,966.9 | 60 ₹9,289.2 | 54 ₹8,360.28 | 60 ₹9,289.2 |
| 2.00 | Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. | 10 | Cum | 1,000 ₹10,000 | 800 ₹8,000 | 800 ₹8,000 | 350 ₹3,500 | 959 ₹9,590 | 654 ₹6,540 | 1,500 ₹15,000 | 810 ₹8,100 | 300 ₹3,000 Lowest |
| 3.00 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. | 36.5 | Cum | 2,600 ₹94,900 | 2,400 ₹87,600 | 2,500 ₹91,250 | 450 ₹16,425 Lowest | 1,229 ₹44,858.5 | 700 ₹25,550 | 2,000 ₹73,000 | 2,340 ₹85,410 | 900 ₹32,850 |
| 4.00 | Surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. | 550 | Sqm | 60 ₹33,000 | 80 ₹44,000 | 90 ₹49,500 | 35 ₹19,250 Lowest | 68 ₹37,400 | 100 ₹55,000 | 60 ₹33,000 | 72 ₹39,600 | 150 ₹82,500 |
| 5.00 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation, etc and getting out in soft/loose soil complete all as specified and directed. | 32.15 | Cum | 360 ₹11,574 | 450 ₹14,467.5 | 500 ₹16,075 | 150 ₹4,822.5 Lowest | 329 ₹10,577.35 | 354 ₹11,381.1 | 600 ₹19,290 | 459 ₹14,756.85 | 500 ₹16,075 |
| 6.00 | M&L for PCC 1:4:8 , type D-2, using 40mm graded crushed stone aggregate as in foundation , filling and mass concrete commplete all as specified and directed. | 7.14 | Cum | 4,000 ₹28,560 Lowest | 4,000 ₹28,560 Lowest | 4,300 ₹30,702 | 4,500 ₹32,130 | 5,999 ₹42,832.86 | 4,400 ₹31,416 | 6,000 ₹42,840 | 4,090 ₹29,202.6 | 4,000 ₹28,560 Lowest |
| 7.00 | Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions for flat fair finished surface complete all as specified and directed. | 30.72 | Sqm | 650 ₹19,968 | 650 ₹19,968 | 700 ₹21,504 | 450 ₹13,824 | 509 ₹15,636.48 | 354 ₹10,874.88 Lowest | 750 ₹23,040 | 630 ₹19,353.6 | 500 ₹15,360 |
| 8.00 | M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in columns,pillars etc complete all as specified and directed. | 2 | Cum | 9,800 ₹19,600 | 10,000 ₹20,000 | 11,000 ₹22,000 | 6,800 ₹13,600 Lowest | 6,899 ₹13,798 | 7,121 ₹14,242 | 9,000 ₹18,000 | 9,999 ₹19,998 | 7,000 ₹14,000 |
| 9.00 | Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves ,plinth beam including supports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed. | 61.36 | Sqm | 630 ₹38,656.8 | 630 ₹38,656.8 | 650 ₹39,884 | 350 ₹21,476 Lowest | 509 ₹31,232.24 | 375 ₹23,010 | 750 ₹46,020 | 639 ₹39,209.04 | 500 ₹30,680 |
| 10.00 | M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in lintels, beams and roof beams etc complete all as specified and directed.. | 4 | Cum | 9,600 ₹38,400 | 9,500 ₹38,000 | 10,000 ₹40,000 | 6,500 ₹26,000 Lowest | 6,899 ₹27,596 | 7,300 ₹29,200 | 9,000 ₹36,000 | 9,900 ₹39,600 | 7,500 ₹30,000 |
Tender Value
₹42.5 L
EMD Value
₹85,100
Closing Date
17 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 BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
ADDITION AND ALTERATION TO BEAS BUILDING OTH AND ALLIED WORKS AT NAUSENA BAUGH AND TO BLDG NO NP-58 SERVANT QUARTER AT NAVAL PARK, PROVISION OF HARD STANDING WITH INTERLOCKING PAVAER BLOCK AT THE COURT YARD BEHIND ADMIN WING BLDG NO P-108 INHS
2026_MES_786633_1
C/8716/26-27/E8 TOKEN 49 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
VISAKHAPATNAM
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GARRISON ENGINEER (NAVAL BASE)
₹85,100
Yes
12 Oct 2026
27 Aug 2026
19 Sept 2026
27 Aug 2026
17 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Taking down cement plaster on brick or stone walls, etc, incl raking out joints, hacking for key, scrubbing down with water, etc & prepare to receive new plaster complete all as specified and directed | 154.82 | Sqm | - | - |
| 2 | Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. | 10 | Cum | - | - |
| 3 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. | 36.5 | Cum | - | - |
| 4 | Surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. | 550 | Sqm | - | - |
| 5 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation, etc and getting out in soft/loose soil complete all as specified and directed. | 32.15 | Cum | - | - |
| 6 | M&L for PCC 1:4:8 , type D-2, using 40mm graded crushed stone aggregate as in foundation , filling and mass concrete commplete all as specified and directed. | 7.14 | Cum | - | - |
| 7 | Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions for flat fair finished surface complete all as specified and directed. | 30.72 | Sqm | - | - |
| 8 | M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in columns,pillars etc complete all as specified and directed. | 2 | Cum | - | - |
| 9 | Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves ,plinth beam including supports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed. | 61.36 | Sqm | - | - |
| 10 | M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in lintels, beams and roof beams etc complete all as specified and directed.. | 4 | Cum | - | - |
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