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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC BBMB SUNDERNAGAR HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 172101 | ₹8.0 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹9.2 LRejected-Finance | ₹9.2 L | L2 | Rejected-Finance Rejected being L2 |
| 3 | L3₹9.9 LRejected-Finance | ₹9.9 L | L3 | Rejected-Finance Rejected being L3 |
| Sl No | Description | Qty | Unit | Yashpal L2 | Puneet Sharma L3 | SHIV KUMAR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent. | 18.16 | Cum | 282 ₹5,121.12 | 300 ₹5,448 | 250 ₹4,540 |
| 2.00 | Excavation manually in trenches with straight or open cutting in a built up street/ lanes having wall to wall width upto 3 metres for sewers and manholes to full depth as shown in drawings including shoring, dressing to correct sections and dewatering of rain water, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric, lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, fixing and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface to original level and removal of surplus spoils from the site of work upto 15 metre, for all works other than connections to complete in all trenches.
Depth upto 2.00 m B.G.L
(i) all classes of soil except rocky | 58.14 | Cum | 269 ₹15,639.66 | 300 ₹17,442 | 190 ₹11,046.60 |
| 3.00 | Cement Concrete 1:5:10 with 40mm gauge stone aggregate mixing by mechanical means using concrete mixer volumetric type. | 3.84 | cum | 3,829 ₹14,703.36 | 4,300 ₹16,512 | 3,800 ₹14,592 |
| 4.00 | Cement Concrete 1:4:8 with stone ballast of size (a) (i) 20mm gauge stone . | 3.28 | cum | 3,553 ₹11,653.84 | 4,900 ₹16,072 | 3,600 ₹11,808 |
| 5.00 | First class burnt brick work laid in cement sand mortar 1:5 in foundation & plinth. | 23.12 | cum | 5,022 ₹1.2 L | 6,300 ₹1.5 L | 4,300 ₹99,416 |
| 6.00 | 115mm thick brick wall in cement sand mortar 1:5 without reinforcement in in foundation & plint. | 4.64 | Sqm | 604 ₹2,801.35 | 640 ₹2,968.32 | 600 ₹2,782.80 |
| 7.00 | Damp proof course 4 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded. | 7.72 | sqm | 333 ₹2,570.76 | 340 ₹2,624.80 | 330 ₹2,547.60 |
| 8.00 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres. | 1.62 | Cum | 68 ₹110.16 | 70 ₹113.40 | 70 ₹113.40 |
| 9.00 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4.00 mtr. Above plinth level. | 14.88 | cum | 5,170 ₹76,929.60 | 6,200 ₹92,256 | 4,300 ₹63,984 |
| 10.00 | 115mm thick brick wall in cement sand mortar 1:5 without reinforcement in superstructures. | 19.52 | sqm | 635 ₹12,395.20 | 640 ₹12,492.80 | 580 ₹11,321.60 |
Tender Value
₹9.9 L
EMD Value
₹19,850
Closing Date
1 Dec 2025, 3:32 pmClosed
Sr. Executive Engineer
HC n BG Division BBMB Sundernagar
Construction of 02 Nos. Public toilet i.e. near Palohta rain shelter and tail control rain shelter along Sundernagar Hydel Channel.
2025_BBMB_255886_1
NIT-12-25-26-HCnBGSnr
Open Tender
Civil Works
270 days
Sundernagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹19,850
3 Mar 2026
18 Nov 2025
2 Dec 2025
18 Nov 2025
1 Dec 2025
18 Nov 2025
Amount
Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent.
Excavation manually in trenches with straight or open cutting in a built up street/ lanes having wall to wall width upto 3 metres for sewers and manholes to full depth as shown in drawings including shoring, dressing to correct sections and dewatering of rain water, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric, lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, fixing and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface to original level and removal of surplus spoils from the site of work upto 15 metre, for all works other than connections to complete in all trenches. Depth upto 2.00 m B.G.L (i) all classes of soil except rocky
Cement Concrete 1:5:10 with 40mm gauge stone aggregate mixing by mechanical means using concrete mixer volumetric type.
Cement Concrete 1:4:8 with stone ballast of size (a) (i) 20mm gauge stone .
First class burnt brick work laid in cement sand mortar 1:5 in foundation & plinth.
115mm thick brick wall in cement sand mortar 1:5 without reinforcement in in foundation & plint.
Damp proof course 4 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded.
Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres.
First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4.00 mtr. Above plinth level.
115mm thick brick wall in cement sand mortar 1:5 without reinforcement in superstructures.
Wrought iron & Mild steel ladders, framed grills ,gratings etc. with ends of bars riveted or molded for ged framed window guards, barred iron doors stair case iron railing etc. including cost of bolt sand nuts, screws, welding rod complete fixing in position.
Centering and shuttering for sides and soffits of beam, beams, launching girders ,bressumers, linte.
Centering and shuttering for slab of culverts for vent height upto 3.00 mt.
Cold twisted deformed (Ribbed/ Tor steel) Bars(Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete.
Reinforced cement concrete M-15mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in superstructure.
10mm thick Cement Plaster 1:4
Cement pointing 1:2 deep variety
12.5 mm thick cement plaster 1:4
Providing & fixing 560 mm, 500 mm and 450mm internal diameter circular or 450 mm x600 mm clearn side open in rectangular RCC manhole covand frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over man holes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).
Providing orange colour safety foot rest of minimum 6mm thick plasticencapsulated as per IS:10910 on 12mmdia steel bar confirming to IS: 1786having minimun cross section as 23mmx 25mm and over all minimum length263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoringprojections on tail length on 138 mm asper standard drawing and suitable to with stand the bend test and chemical-resistance test as per specification and having manufacturer's permanent-identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.
Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type
Providing and fixing in position vitreous Chinaware white lIndian make large flat back or angular lipped front urinal 375 x 390 x 590 mm of approved make (to the approval of the Engineer-in-charge) consisting of C.P. brass Urinal waste Coupling dome type 32mm outer length 75 mm , C.P. brass Urinal Spreader Ocular-Regular and C.P. brass tube connection 300 mm long complete.
Extra for providing and fixing 10 litres capacity Chinaware low level dual flushing cistern with PVC internal fitting, instead of 10 litres capacity PVC flushing cistern.
Providing and fixing partition for different type of urinals. Toughned Glass Partition 8mm thickness size 450 x 900 mm C/S
Providing and fixing in position Chinaware Indian Orisa water closet size 580x440 mm of approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern ISI makred including cost of PVC long bend 32 mm dia complete in all respect and to the entire satisfaction of Engineer-in-charge.
Providing and fixing in position Chinaware European type water closet P trap or S trap of approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern ISI marked, PVC short bend32 mm dia including cost of seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge.
Providing and fixing vitreous chinaware pedestal of approved make (to the approval of Engineer-in-charge) for wash hand basin complete in all respect.a) Vitreous chinaware standard white pedestal for wash hand basin.
Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) consisting of C.P. brass waste 32mm dia with one C.P. brass pillar tap including Rack Bolt Screw Pair 115mm long complete in all respect. Size 630 mm x 450 mm x 830 mm
Providing and fixing in position 32 mm dia G.I waste pipe embedded in wall upto floor level including cost of fittings complete as required by the Engineer-in-charge.
Providing and fixing in position C.P. brass bottle trap 32mm dia with 40 mm seal of approved make (to the approval of Engineer-in-charge) complete in all respect.
Providing and fixing H.C.I. Floor traps conforming to I.S.I. Specification of reputed firm of the self cleaning design with S.S. grating with frame with or without vent arm and including cement concrete 1:2:4 under and around the floor trap where required upto floor level complete in all respects including cutting and making good the walls and floors, etc. (b) With 100mm x 75mm i/d Floor Trap (weighing 5.8 Kg)
Providing and laying vitrified floor tiles indifferent sizes in light colour shades made using Full Body Technology (thickness to be specified by themanufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( Full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones. (a) Size 600x600 mm
Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS :15622 (thickness to be specified by the manufacture of approved make in all colours,shades except burgundy, bottle green, black of size 450 x 310 mm as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position.(a) (iv) 35mm thick.
Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.
Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. (a) With special quality paint.
White washing (Three coat)
Distempering with Acrylic washable oil bound distemper (of approved manufacture) one coat over one priming coat on old distempered surface.
Finishing walls with exterior decorative cement based such as snowecem, robbiacemetc. on old work one coat to give an even shade.
Applying priming coat with metal primer on new steel or iron work including preparation of surface.
Conglomerate floor 25mm thick cement concrete rete 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling. using mechanical mixer for mixing of material.
Providing and fixing in position H.C.I. soil waste vent or antisyphonage pipes to I.S.I. specification of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of lead jointing. (b) 100mm i/d H.C.I. pipe lines laid complete
(c) 75mm i/d H.C.I. pipe lines laid complete.
Providing lead caulked joints to H.C.I. pipes and specials conforming to I.S.I. Specification of E.L.C. manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. 100mm i/d (1.36 kg.)
(c) 75mm75mm i/d (1.13 kg.)
Providing and fixing in position H.C.I special for soil waste vent or anti syphonage pipes to I.S.I specifications of E.L.C manufacture or any other reputed firm including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead joining. (a) for 100mm i/d pipes (iii) 100mm i/d Plain Tee
(vi) 100mm i/d Cowls
(vii) 100mm i/d Collars
Providing ISI Marked G.M ferrule as perIS:2692, drilling and tapping cast iron pipe lines of all diametres and screwing in Ferruleand connections complete in all respect.(b) 15mm i/d Ferrule medium . (a) 15mm i/d
Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) B- Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. (a) 15mm i/d
Providing, fixing and jointing G.I Union Couplings(of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect. (a) 15mm i/d G.I. Union
Providing, fixing and jointing ISI Marked Gun- Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete. (a) 15mm i/d Gun Metal peet valve heavy pattern.
Providing, fixing & jointing screw down stop cocks of gun metal or hard brass on G.I. pipe lines laid in the ground or inside buildings including all carriages complete. For lavatory suit & flushing cistern. (a) 15 mm i/d screw down stop cock of gun metal or hard brass.
Providing & Fixing in postion 15 mm i/d bib cock of approved make (to the approval of Engineer-in-charge )complete in all respect. ( i) C.P. brass Bib cock long nose/long body foam flow without flange.
Providing & Fixing in postion stop cock / Angle valve of approved make (to the approval of Engineer-in-charge ) complete in all respect. (c) C.P. brass 15mm Angle valve without flange.
Providing & fixing in position PVC flexible tube connection of approved make (to the approval of Engineer-in-charge ) complete in all respect. (b)PVC tube connection of size 15 mm x 450 mm with C.P. Brass nut.
Excavation for pipe lines in trenches and pits upto 1.50m depth in open area where disposal of surplus Earth is done along with alignment, including trimming And dressing sides, levelling of beds of trenches to correct Grade, cutting joint holes, refilling, consolidation and watering Of refill in 15cm layers and restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing and fixing caution boards, watching, fencing etc. (a) (iii) For semi conglomerate soil of having gravel/Boulder upto 50%
Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chambe including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm. (b) 100mm internal Diametre H.C.I. gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x330mm
Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. (ii) 75mm o/d pipe of 10 Kgf. / sqcm
Providing and fixing in position PVC water storage tanks triple layer make as approved by Engineer-in-Charge including hosting and carriage from store to site of work complete with providing and fixing 15 mm or 20 mm internal diameter tanki nipple complete. (excluding cost of platform). (a) Triple Layer Tanks upto 1000 ltr. Capacity.
Yashpal (BID ID -935067)
Puneet Sharma (BID ID -935094)
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