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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.7 LAccepted-Finance | L1 | Accepted-Finance ADMITTED | |
| 2 | L2₹31.4 L+₹1.7 L (5.61%)Accepted-Finance D NO 49 23 27 A FLAT NO 301 3RD FLOOR SRI SAI TIRUMAL ENCLAVE LALITHANAGAR VISAKHAPATNAM 530 016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | L2 | Accepted-Finance ADMITTED | |
| 3 | L3₹34.9 L+₹5.2 L (17.5%)Accepted-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | L3 | Accepted-Finance ADMITTED | |
| 4 | L4₹36.1 L+₹6.4 L (21.5%)Accepted-Finance | L4 | Accepted-Finance ADMITTED | |
| 5 | L5₹36.3 L+₹6.6 L (22.1%)Accepted-Finance 66 6 410 1 MULAGANDA HOUSING COLONY GAJUWAKA DEPOT VISAKHAPATNAM 530026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | L5 | Accepted-Finance ADMITTED |
| Sl No | Description | Qty | Unit | M/s.G.KRISHNA RAO L7 | pavan putra enterprises L8 | S.S.TRADERS L6 | G Srinivas Rao L2 | srisampathassociates L4 | SAI SRINIVAS CONSTRUCTIONS L3 | GVR CONSTRUCTIONS L5 | N V S S K N SIVA PRASAD L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| .01SCHEDULE 'A' PART-I: B/R WORKS | |||||||||||
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / 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 complete all as specified and as directed. | 324 | Cum | 180 ₹58,320 | 230 ₹74,520 | 450 ₹1,45,800 | 50 ₹16,200 Lowest | 190 ₹61,560 | 270 ₹87,480 | 300 ₹97,200 | 200 ₹64,800 |
| 2.00 | M&L for Cement concrete Plain cement concrete 1:4:8 type D2 as in foundations, filling and mass concrete and similar works complete all as specified and as directed. | 24 | Cum | 3,500 ₹84,000 | 5,500 ₹1,32,000 | 4,950 ₹1,18,800 | 4,000 ₹96,000 | 4,800 ₹1,15,200 | 3,500 ₹84,000 | 4,200 ₹1,00,800 | 2,900 ₹69,600 Lowest |
| 3.00 | M&L for Cement concrete M30 design mix as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete and similar works complete all as specified and as directed. | 59 | Cum | 7,000 ₹4,13,000 | 7,400 ₹4,36,600 | 6,850 ₹4,04,150 | 5,500 ₹3,24,500 Lowest | 7,200 ₹4,24,800 | 6,800 ₹4,01,200 | 6,800 ₹4,01,200 | 5,900 ₹3,48,100 |
| 4.00 | M&L for Cement concrete M30 desidn mix as in Beams, cantilevers, bressummers, lintels over 1.5m span similar works complete all as specified and as directed. | 13 | Cum | 7,500 ₹97,500 | 8,000 ₹1,04,000 | 6,850 ₹89,050 | 5,600 ₹72,800 Lowest | 7,300 ₹94,900 | 7,000 ₹91,000 | 7,500 ₹97,500 | 5,900 ₹76,700 |
| 5.00 | M&L for Cement concrete M30 desidn mix as in Columns, pillars, piers, posts and struts and similar works complete all as specified and as directed complete all as specified and as directed. | 33 | Cum | 7,919.62 ₹2,61,347.46 | 8,500 ₹2,80,500 | 6,850 ₹2,26,050 | 5,600 ₹1,84,800 Lowest | 7,300 ₹2,40,900 | 7,000 ₹2,31,000 | 7,000 ₹2,31,000 | 5,900 ₹1,94,700 |
| 6.00 | Returning, filling in, including, spreading, leveling, watering and well ramming in layers n.exc 25cm complete all as specified and as directed. | 226 | Cum | 100 ₹22,600 | 140 ₹31,640 | 350 ₹79,100 | 50 ₹11,300 Lowest | 100 ₹22,600 | 85 ₹19,210 | 100 ₹22,600 | 100 ₹22,600 |
| 7.00 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and as directed. | 98 | Cum | 250 ₹24,500 | 570 ₹55,860 | 500 ₹49,000 | 100 ₹9,800 Lowest | 300 ₹29,400 | 210 ₹20,580 | 350 ₹34,300 | 420 ₹41,160 |
| 8.00 | M&L mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 7,716 | Kg | 101 ₹7,79,316 | 100 ₹7,71,600 | 92 ₹7,09,872 | 78 ₹6,01,848 Lowest | 88 ₹6,79,008 | 82 ₹6,32,712 | 88 ₹6,79,008 | 81 ₹6,24,996 |
| 9.00 | All as per Item No 8 here-in-above but 10mm dia bars as in stirrups complete all as specified and as directed. | 7,650 | Kg | 107 ₹8,18,550 | 83 ₹6,34,950 | 92 ₹7,03,800 | 78 ₹5,96,700 Lowest | 88 ₹6,73,200 | 85 ₹6,50,250 | 88 ₹6,73,200 | 81 ₹6,19,650 |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
10 Mar 2026, 6:00 pmClosed
Garrison Engineer Naval Depot
Garrison Engineer Naval Depot Industrial Estate Post 104 Area Visakhapatnam 530007
PROVN OF DEFICIENT BOUNDARY WALL AT RAQAS V INS DEGA VISAKHAPATNAM
2026_MES_753028_1
8561/GEND/E8
Open Tender
Civil Works
Item Rate
180 days
Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE ND VISAKHAPATNAM
₹87,000
Yes
18 Jun 2026
17 Feb 2026
12 Mar 2026
17 Feb 2026
10 Mar 2026
3 Mar 2026
SCHEDULE 'A' PART-I: B/R WORKS
Earth work in excavation by mechanical means (Hydraulic excavator) / 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 complete all as specified and as directed.
M&L for Cement concrete Plain cement concrete 1:4:8 type D2 as in foundations, filling and mass concrete and similar works complete all as specified and as directed.
M&L for Cement concrete M30 design mix as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete and similar works complete all as specified and as directed.
M&L for Cement concrete M30 desidn mix as in Beams, cantilevers, bressummers, lintels over 1.5m span similar works complete all as specified and as directed.
M&L for Cement concrete M30 desidn mix as in Columns, pillars, piers, posts and struts and similar works complete all as specified and as directed complete all as specified and as directed.
Returning, filling in, including, spreading, leveling, watering and well ramming in layers n.exc 25cm complete all as specified and as directed.
Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and as directed.
M&L mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
All as per Item No 8 here-in-above but 10mm dia bars as in stirrups complete all as specified and as directed.
M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter finishned rough complete all as specified and as directed.
M&L for formwork to sides of RCC columns ,Pillars ,Posts,Struts, foundations , Piers finished in rough surfaces finishned rough complete all as specified and as directed.
M&L for old size brick work with fly ash bricks straight or curved on plan exc 6m mean radius in CM 1:6 complete all as specified and as directed.
M&L for rendering 15m thick on fair faces of brick work in CM 1:4 finished even and smooth without using extra cement complete all as specified and as directed.
M&L for two coat of cement base paint to new surfaces of wall including preparation of surface and priming with alkali resistant complete all as specified and directed.
Material & Labour for applying Two or more coats of 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 litre/ 10 sqm over new surfaces complete all as specified and as dierected.
M&L plates (plain or chequered ) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment of Fe-290(Gde-165) complete all as specified and as directed
M&L Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed.
S & F 600 mm dia Concertina Coil Fencing with Punched Tape Concertina Coil made from High Tensile Spring Steel, High Carbon Wire conforming to IS – 4454 [Part – 1], of Grade –SM duly Hot Dipped Galvanised, 10 Metre openable length, with Galvanised coating and Punched Tape material as per IS – 513, having 50 Nos Rounds per 6 Metre length [before stretching], having medium barbs [Barb length 24±1mm, Pitch between two barbs 35±1mm], Spring Core Wire [2.5 mm thick] of high tensile strength of 165 Kg / Sq.mm with tape [0.52mm thick] and weight 43.478 Grams / Metre and fixing to “Y” or Trapezoidal shaped angle iron brackets placed at 2.00m to 3.00m apart and with 6/9 horizontal RBT [Reinforced Barbed Tape] Wire, Stud tied with GI Staples and GI Clips to retain horizontal, including necessary bolts and coating with Px Compound [Anti Rust] complete all as specified and as directed. Note: Horizontal barbed wire & angle iron supports shall be measured and paid separately .
M&L Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and as directed.
M&L for preparation of new steel surface and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed .
M&L for 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls or laid in trenches complete all as specified and as directed.
M&L 25 mm thick pre-formed filler for expansion joints for complete all as specified and as directed.
Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion from natural ground and making good disturbed ground complete all as specified and as directed.
Dismantling fencing barbed of any type complete all as specified and as directed.
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