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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.1 LAccepted-AOC C O M KHARKARANG LUMJINGSUK BLOCK A MADANRTING SHILLONG 793021 | SHILLONG | EAST KHASI HILLS | MEGHALAYA | 793021 | L1 | Accepted-AOC Awarded | |
| 2 | L2₹49.6 L+₹3.5 L (7.69%)Rejected-Finance C O GIVEN GOD NONGTDAU ARBUTHNOT ROAD NONGRIMMAW LAITUMKHRAH SHILLONG PIN 793011 | SHILLONG | EAST KHASI HILLS | MEGHALAYA | 793011 | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹50.9 L+₹4.8 L (10.5%)Rejected-Finance RONGMEN BLOCK IV NEAR UMROI MILITARY STATION P O BARAPANI SHILLONG 793103 | SHILLONG | RI BHOI | MEGHALAYA | 793103 | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹53.2 L+₹7.1 L (15.5%)Rejected-Finance 7TH MILE UPPER SHILLONG P O NONGLYER SHILLONG MEGHALAYA | EAST KHASI HILLS | MEGHALAYA | 793009 | L4 | Rejected-Finance Being L4 |
| Sl No | Description | Qty | Unit | M/S DEEDAR ENTERPRISE L4 | Bhuiya Construction L1 | M/s J. C. CONSTRUCTION L2 | M S Umesh and Co L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | MS STEEL STAGING
Material and labour for construction of overhead tank steel staging of 16 mtr height for installation of tank of 40 KL capacity having SBC 12 Ton/ Sqm with all scaffolding and connected works such as use of material ISMC 150, ISMB 300, 250 plate angle, 20 mm holding down bolt etc. also all structural steel shall confirm to IS 2062 Grade-'A' complete all as directed. | 13,000 | Kilogram | 205 ₹26,65,000 | 160 ₹20,80,000 Lowest | 180 ₹23,40,000 | 190 ₹24,70,000 |
| 2.00 | Supply and installation for Sheet Moulding Compound (SMC) panel tank in the size of 5 mtr x 4 mtr x 2 mtr (40 KL) complete all as per manufacturer instuction.
Note: (a) Material and Component : Thermosetting Polyester Resin (Fibreglass + Resin)
(b) Thickness Range : As per BIS, 3 mm to 10 mm trunk shape panels, designed to withstand hydrostatic pressure & wind pressure.
(c) Non-corrosive. Water has no effect on the tank's surface and structural strength
(d) Taste and Smell of Water : Maintains the purity of water Neutral taste and smell with utmost hygiene
(e) (i) No cleaning required from outside
(ii) UV stabilised tank
(iii) No fading of colours
(iv) No crack formation
(v) No corrosion
(f) Effect of Wind Pressure: No adverse effects due to weight, with excellent fittings & features. | 1 | Each Job | 9,15,000 ₹9,15,000 | 9,50,000 ₹9,50,000 | 8,15,000 ₹8,15,000 | 8,00,000 ₹8,00,000 Lowest |
| 3.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified. | 50 | Square Meter | 90 ₹4,500 | 80 ₹4,000 Lowest | 90 ₹4,500 | 85 ₹4,250 |
| 4.00 | Excavating over areas, n exc 1.5 m deep and getting out soft/ loose soil complete all as specified. | 30 | Cubic Meter | 350 ₹10,500 | 350 ₹10,500 | 315 ₹9,450 Lowest | 352 ₹10,560 |
| 5.00 | Excavating over areas, exc 1.5 m deep n. exc. 3.0 m deep and getting out soft/ loose soil complete all as specified. | 30 | Cubic Meter | 452 ₹13,560 | 500 ₹15,000 | 450 ₹13,500 Lowest | 450 ₹13,500 Lowest |
| 6.00 | Material and labour for Cement concrete 1:4:8 type D2 using 40 mm graded crushed stone aggregates as in foundations, filling and mass-concrete complete all as specified. | 10.1 | Cubic Meter | 7,100 ₹71,710 | 6,500 ₹65,650 Lowest | 7,500 ₹75,750 | 7,000 ₹70,700 |
| 7.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cms thick in soft / loose soil complete all as specified and directed. | 100.14 | Cubic Meter | 178 ₹17,824.92 | 120 ₹12,016.8 Lowest | 195 ₹19,527.3 | 180 ₹18,025.2 |
| 8.00 | Removing excavated surplus material (Soils) to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. | 31.97 | Cubic Meter | 292 ₹9,335.24 | 200 ₹6,394 Lowest | 200 ₹6,394 Lowest | 290 ₹9,271.3 |
| 9.00 | Material and labour 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 for rough finished flat surfaces of concrete complete all as specified. | 40 | Square Meter | 292 ₹11,680 Lowest | 400 ₹16,000 | 350 ₹14,000 | 400 ₹16,000 |
| 10.00 | Material and labour for use & waste of formwork to sides of square, rectangular or polygonal pillars, posts, columns etc for flat rough finished surfaces complete all as specified and directed. | 20 | Square Meter | 395 ₹7,900 Lowest | 400 ₹8,000 | 450 ₹9,000 | 9,500 ₹1,90,000 |
Tender Value
₹42.0 L
EMD Value
₹83,900
Closing Date
27 Feb 2026, 6:00 pmClosed
GE I AF SHILLONG
GE (I) (AF) Shillong Elephant Falls Camp PO Nonglyer Shillong-793009
PROVISION OF 9600 GALLON GRP PANEL WATER TANK WITH STAGING AND PIPE FOR WATER SUPPLY FOR KV SCHOOL AND STAFF QTR AT LAITKOR PEAK UNDER GE (I) (AF) SHILLONG
2025_MES_740867_2
8079/25/E8
Open Tender
Civil Works - Water Works
Item Rate
180 days
GE I AF SHILLONG
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE I AF SHILLONG
₹83,900
Yes
17 Mar 2026
13 Feb 2026
2 Mar 2026
13 Feb 2026
27 Feb 2026
20 Feb 2026
MS STEEL STAGING Material and labour for construction of overhead tank steel staging of 16 mtr height for installation of tank of 40 KL capacity having SBC 12 Ton/ Sqm with all scaffolding and connected works such as use of material ISMC 150, ISMB 300, 250 plate angle, 20 mm holding down bolt etc. also all structural steel shall confirm to IS 2062 Grade-'A' complete all as directed.
Supply and installation for Sheet Moulding Compound (SMC) panel tank in the size of 5 mtr x 4 mtr x 2 mtr (40 KL) complete all as per manufacturer instuction. Note: (a) Material and Component : Thermosetting Polyester Resin (Fibreglass + Resin) (b) Thickness Range : As per BIS, 3 mm to 10 mm trunk shape panels, designed to withstand hydrostatic pressure & wind pressure. (c) Non-corrosive. Water has no effect on the tank's surface and structural strength (d) Taste and Smell of Water : Maintains the purity of water Neutral taste and smell with utmost hygiene (e) (i) No cleaning required from outside (ii) UV stabilised tank (iii) No fading of colours (iv) No crack formation (v) No corrosion (f) Effect of Wind Pressure: No adverse effects due to weight, with excellent fittings & features.
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified.
Excavating over areas, n exc 1.5 m deep and getting out soft/ loose soil complete all as specified.
Excavating over areas, exc 1.5 m deep n. exc. 3.0 m deep and getting out soft/ loose soil complete all as specified.
Material and labour for Cement concrete 1:4:8 type D2 using 40 mm graded crushed stone aggregates as in foundations, filling and mass-concrete complete all as specified.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cms thick in soft / loose soil complete all as specified and directed.
Removing excavated surplus material (Soils) to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
Material and labour 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 for rough finished flat surfaces of concrete complete all as specified.
Material and labour for use & waste of formwork to sides of square, rectangular or polygonal pillars, posts, columns etc for flat rough finished surfaces complete all as specified and directed.
Material and labour Reinforced cement concrete M-25 (design mix) using graded stone aggregate as in foundation including rafters footings foundation beam plinth beam bases for column etc basement slab under reamed piles and mass concrete complete all as specified and directed. Note:- Reinforcement and form work shall be measured and paid separately
Material and labour for Reinforced cement concrete M-25 (design mix) using graded stone aggregate as in columns, pillars, posts and struts etc complete all as specified and directed. Note:- Reinforcement and form work shall be measured and paid separately
Material and labour for TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed.
Material and labour for TMT bars 5 mm dia and over upto and including 10 mm dia in stirrups, spacers & binders, cut to length, bent to shapes required, including cranking, bending spirally for hooping 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 directed.
Material and labour for 15 mm thick rendering in cement mortar 1:4 in two layers (10 mm +5 mm) on external faces of brick wall or concrete surfaces, finished the surfaces even and smooth without using extra cement with using approved Liquid Water Proofing Compound on second layer (5 mm) as per manufacturer instruction complete all as specified and as directed by Engineer-In-Charge. Note: Liquid Water Proofing Compound shall be measured and paid including this item
Material and labour for preparation of new wall surfaces and 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 and fungal resistance, dirt resistance exterior paint of required shade (company depot tinted) with silicon additive @ 1.43 litre/ 10 Sqm over and including a coat of exterior primer applied @ 0.902 litre/ 10 Sqm with roller finish complete all as per manufacturer instruction Make: Berger (Silk)/ Dulux (Velvet Touch)/ Shalimar Paints Ltd (Superlac Stay clean)/ Asian Paints Ltd, (Royal Aspira)/ Nerrolac Paints Ltd (Impression)
Earth work in excavation by mechanical means (Hydraulic excavator) 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 1.5m for all kind of soil, as directed by Engineer-incharge
Material and labour for walling random rubble uncoursed well bonded, bedded and solidly hearted built in cement mortar 1:6 as in retaining walls, wing walls, abutment and the likes complete all as specified. Note: Precast PCC bond stone will be measured and paid seperarely against item here-in-after
Material and labour for PCC 1:2:4 type B0, 12.50 mm graded crushed stone aggregates as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in roof kerbs or mud stops, rounded or chamfered on edges, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified
Material and labour for keyed pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4 complete all as specified.
Material and labour for Hardcore of broken stone or boulder gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified.
Supply and fix as in repairs 110 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints for laying in weep holes complete all as specified. Make: Jain Irrigation/ Kisan/ Supreme/ Prince/ Reliance/ Oriplast Note: Quoted rate is deemed to be included for necessary Bend, Junction, branch piece, reducer and any other fittings required for fixing.
Material and labour for providing precast cement concrete 1:3:6 type C1 using 20 mm crushed stone aggregates as in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in cement mortar 1:6 complete with joints to match complete all as specified.
Supply and fix M.S Galvanised galvanised mesh of size 50 mm x 50 mm 3 mm for aggregate all around for weap holes aggregate in form of cubes for holding aggregates.
Material and labour for 40 mm thick granite or trap stone extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses complete all as specified.
Excavation in trenches not exc. 1.5 m wide not exc. 1.5 m in depth; for laying of cables not exc. 10 Sqm on plan and getting out , trimming sides, forming bottom surface to required level complete in hard/dense soil all as specified and as directed.
Supply and fix 100 mm bore Galvanised steel tubing heavy grade as watering pipe of earthing etc conforming to IS-1239 complete all as directed. Make: Surya Roshni ltd/ Tata/ Jindal Steel/ Prakash/ Bansal/ Zenith/ Nezone Tubes Ltd
Supply and fix as in repairs 100 mm bore CI Sluice valve PN-1.6 IS 14846-2000 with Spindle Iron (Heavy duty) Wheel head and both ends flanged and MS nut bolts and washers and pair of rubber/fiber gasket and fixed in position.
Material and labour for cutting the existing CI/GI/DI water mains for addn/ altn or for taking branch/ connection of new Tees, branches from pipe not exceeding 100 mm dia as per requirement at site and as directed by Engineer-In-Charge. Note: Fittings are measured and paid including this item.
Dismantling existing u/s valvepit & Construction of brick masonary valve pit one brick thick wall in cm 1:4 and 100 mm thick PCC 1:4:8 in foundation and 15 mm thick plastering. Providing valve pit cover made of 3 mm thick MS sheet/plate welded with 50x50x6 mm angle iron frame fixed or top of valve pit by means of hold fast 150mm long, embedded in PCC 1:2:4 type B1, bricks of size 230x110x75 including two coat of anticorrsive paint over a coat of red oxide primer and necessary earth work in soft/ loose soil for 1.2 mtr x 1.2 mtr x1.2 mtr sizes complete all as directed.
Material and labour for earthing with copper earth plate electrode 60 cm X 60 cm X 3.15 mm thick burried directly in ground (earth pit not less than 2.25 mtr below ground level) with top edge of the plate not less than 1.5 mtr below ground level connected to 20 mm x 3 mm thick copper strip protected by 40 mm bore light grade galvanised iron pipe and other end connected to test point as directed including funnel with wire mesh and watering pipe 20 mm bore medium grade galvanised iron pipe with charcoal and common salt in alternaterlayers of 15 cm thickness all around the copper plate electrode with concrete pit in PCC 1:3:6 type C-1 with cast iron frame including cast iron cover10mm thick hinged to CI frame and 8mm MS rod for handle including painting with synthetic enamel paint of approved colour and put number marked with GI plate above 45 cm from ground level as per colour code in AF station, necessary excavation and earth wok in soft/loose soil and disposal of spoil to a distance n exc 50 m and necessary testing complete all as shown in electrical plate No 3 of SSR part-I including taking out old earthing all as specified. Note: (i) The cost of copper strip and GI protection pipe upto 7.5 mtr is deemed to be included in the quoted rate. (ii) The cost of excavation, earth work are deemed to be included in the quoted rate.
Material and labour for air termination, single pointed, copper rod 12 mm dia and 300 mm long complete all as specified and fixed the location as directed by Engineer-In-Charge.
Material and labour fopr Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 20 mm x 3 mm copper strip using porcelain clit/post insulator including brazing if required complete all as specified.
Material and labour test point terminal block made of gun metal or phosphorus bronze size 75 mm x 75 mm x 25 mm drilled and screwed including 3 nos. 8mm dia 25mm long hexagonal head screw complete all as specified.
Supply and fixing sub-main wiring with PVC insulated & unsheathed two run of 1.50 Sqmm single core multistrand copper conductor cable (FRLSH), 1100 Volt grade alongwith single run of 1.50 Sqmm PVC insulated & unsheathed copper conductor cable (FRLSH) 1100 Volt grade, connected to common earth dolly as earth continuity conductor, drawn through minimum 20 mm PVC conduit complete all as specified and directed. Note:- (a) PVC conduit in concealed including accessories shall be measured and paid including the item. (b) 2 Run of line conductor and 1 Run of earth continuity conductor shall be measured as one unit length. (c) Cable requireds for connection to MCBs/DBs shall be deemed to be included in the unit rate. (d) Rate shall be included for cutting, pinning in, making good to facings where required for pointing in cement mortar 1:3 and cutting chases for concealed conduit wiring and making good, and cutting not exceeding 10 cm girth. Make:Finolex(ISI Marked)/ Polycab(ISI Marked)/ Nicco (ISI Marked)/ Havells (ISI Marked)/ RR Cable(ISI Marked)/ KEI (ISI Marked)
Supply and fix LED aviation light for overhead reservoir comprising of aluminium housing with polycarbonate enclosurte complete including testing complete all as per manufacturer instruction. Make:- Crompton / Bajaj/ Philips/ Havells/ Osram/ Wipro/ GE
Supply and laying, connecting, testing, commissioning LT UG cable XLPE Insulated,armoured, electric power cables (heavy duty) 1100 Volts grade conforming to IS 7098 with aluminium conductor multi-strand of cross-sectional area 10 Sqmm 3.00 Core laid in trenches / ducts/ inside protection pipe including cable glands, lugs and suitable size of MS saddle clips etc. also including taking out existing UG cables all as directed by Engr-In-Charge. Make: Polycab(ISI Marked)/ Finolex(ISI Marked)/ Havells (ISI Marked)/ Gloster (ISI Marked)/ KEI (ISI Marked) Note:-(a) Excavation, sand cushioning, bricks shall be measured and paid separately
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