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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.9 LAccepted-Finance | ₹36.9 L | L1 | Accepted-Finance ACCEPT |
| 2 | L2₹37.4 LRejected-Finance | ₹37.4 L | L2 | Rejected-Finance REJECT |
| 3 | L3₹39.1 LRejected-Finance | ₹39.1 L | L3 | Rejected-Finance REJECT |
| 4 | L4₹39.4 LRejected-Finance | ₹39.4 L | L4 | Rejected-Finance REJECT |
Tender Value
₹37.8 L
EMD Value
₹37,844
Closing Date
23 Mar 2026, 4:00 pmClosed
SARPANCH GP
AT AMBAVANE TAL MULSHI DIST PUNE
CONSTRUCTION OF CD WORK AND RCC RAIN PIPE LINE ALONG WITH ROAD FROM BHAIRAVNATH MANDIR TO YESHWANT KARALE, KISAN KARALE HOUSE AT PETSHAHAPUR (AMBAVANE), TAL. MULSHI, DIST.PUNE
2026_RDPUN_1286730_1
gpamb/Etender/2025/26
Open Tender
Civil Works
365 days
AT GP OFFICE
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
₹37,844
27 Mar 2026
17 Mar 2026
24 Mar 2026
17 Mar 2026
23 Mar 2026
17 Mar 2026
Item No. 1: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Mean
Item No. 2: Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means
Item No. 3: Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete.
Item No. 4: Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15cm. to 20cm. including watering and compaction etc. complete
Item No. 5: Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed
Item No. 6: Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.
Item No. 7: Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
Item No. 8: Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
Item No. 9: Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC WITHOUT SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate ( Crushed sand VSI Grade finely washed )
Item No. 10: Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete
Item No. 11: Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
Item No. 12: Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cmwith frame over inspection chamber etc. complete. Heavy duty (225 kg
Item No. 13: Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc. complete.
Item No. 14: Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) WITHOUT SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc / Crushed Sand
Item No. 15: Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources
Item No. 16: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I (Using Screening Type A (13.2) mm Aggregate)
Item No. 17: Providing and laying in situ cement concrete M-30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( Natural Sand / VSI grade finely washed crushed sand) etc. complet
Item No. 18: Providing and fixing in position TMT- FE- 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
Item No. 19: Providing structural steel work in hollow section of various thickness and sizes in square, rectanular and round shape from 25mm to 450mm section as per IS 4923 YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/ welded connections and painting complete
Item No. 20: Providing and fixing heavy duty inter locking concrete Rubber mould glossy paving blocks of 80 mm thickness of having a strength of 400 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. (using 100% crushed sand
Item No. 21: Providing & constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and C.I. lid cover 75 kg with frame fixed in cement concrete.
Item No. 22: Providing and fixing Road junction / Information sign board of size 1.20 m x 0.90 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 5 mmwith cross bracing of size 35 x 35 x 5 mmincluding painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral /arrows, coated with non pealable crystal clear protective transperent coat retaining 100% reflection includingtwo angle iron post of size 65 x 65x 6 mm of 3.65 m. long inflated at bottom drilled on top and painted in whiteand black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with M-20 cement concrete of 60 cm x 60 cm x 75 cm size as directed by Engineer-in- charge etc. complete. Mild Steel sheet with Engineering grade
ItemNo. 23: Royalty Charges for HARD MURUM. Rate=Royalty+surcharge (2%) (211.95 + 4.23 = 216.18 Per Cum)
ItemNo. 24: BASICTESTOFAGGREGATE. Soundness.
Item No. 25: CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes).
ItemNo.26:BRICKSWaterAbsorption(Set of5Bricks),Compressive Strength(Setof5 Bricks), Efflorescence (Set of 5 Bricks)
Item No. 27: Aggregate sieve analysis test
Item No. 28: Murum sieve analysis test
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